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HomeMy WebLinkAbout44131-Z �SUFFo a �o �G�;, Town of Southold 9/30/2019 P.O.Box 1179 o53095 Main Rd yrjol # �a4s Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40734 Date: 9/30/2019 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 2645 Reeve,Rd,Mattituck SCTM#: 473889 See/Block/Lot: 100.4-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/22/2019 pursuant to which Building Permit No. 44131 dated 9/5/2019 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: "AS BUILT"DECK ADDITION WITH HOT TUB TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Mason,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44131 09-13-2019 PLUMBERS CERTIFICATION DATED o e7 ature J" TOWN OF SOUTHOLD �g11FF0(�Co hyo ry 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#: 44131 Date: 9/5/2019 Permission is hereby granted to: Mason, William 2092 Cameron Ave Merrick, NY 11566 To: legalize "as built" deck addition with hot tub as applied for. Additional certification may be required. At premises located at: 2645 Reeve Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-1-44 Pursuant to application dated 8/22/2019 and approved by the Building Inspector. To expire on 3/6/2021. Fees: CO -ADDITION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $601.60 AS BUILT - SWIMMING POOL $500.00 Total: $1,151.60 4. - Buil or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%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 1. 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: C�Ce45 Reeve lecQd f'Vl c2 M fIJC�� House No. Street Hamlet Owner or Owners of Property: (415 0 r) Suffolk County Tax Map No 1000, Section Block Lot Liq Subdivision Filed Map. 1- Lot: Permit No. � Date of Permit. Applicant:AA Y� v towhu AWArukA"- rp— Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee`Submitted: $ 6b pplicant Signature I Building Department Application AUTHORIZATION `(Where the Applicant is not the Owner) I, 1N j [1 a f li Mason residing at rq(A j I�CcVt ed (Print property owner's name) (Mailing Address) rd af f i f'(- NY I jg5),do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) a (Print Owner's Name) +r 1 {\.� AUG 3 0 2019 l pE SOU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 ®lyCOWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. William Mason Address: 2645 Reeve Rd city:Mattituck st. NY zip. 11952 Building Permit#. 44131 section: 100 Block: 1 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 2 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 Combo SD/CO Other Equipment Air blower, 250GFI Breaker Notes: "AS BUILT" "NO VISUAL DEFECTS" Inspector Signature: Date: September 13, 2019 S.Devlin-Cert Electrical Compliance Form xls OF SOUIyo/- h� 'o # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ y NSULATION FRAMING /STRAPPING [ ] FIg ArkNAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: P rAo(l uc i yc Mee X, jS M, ally . v� DATE 71116INSPECTOR OF SOUIyOIo � � � / f # # TOWN OF SOUTHOLD BUILDING DEPT. • .ao 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: ?2 v Lr DATE I INSPECTOR ARCHRECTURE Operating Business Address:1075 Franklinville Rd,Laurel,NY 11948 Brooklyn Office:204 251'Street,Suite 203,Brooklyn,NY 11232 LL0 Laurel Office:1075 Franklinville Rd,Laurel,NY 11948 Office Phone:(516)214-0160 Anthony Portillo:(716)572-4741 September 23,2019 RE:2645 Reeve Rd Mattituck, NY 11952 . i Permit#44131 t SEP 2 6 2019 ` To Town of Southold: On September 19th, 20191 conducted an inspection at 2645 Reeve Road, Mattituck, NY 11952. Per my inspection of the'deck-for-the hot tub;the footing depth,framing,and strapping was completed per the approved plans and NYS Building Code. If you have any questions, please feel free to contact my office. Sincerely, izeD ARG' Qvrm OnthonyyPortillo, RA 0374 OF any a FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) H ------------------------------------ DO f� C FOUNDATION (2ND) U-3 z O ROUGH FRAMING& PLUMBING V! p r INSULATION PER N.Y. STATE ENERGY CODE v�- r FINAL ADDITIONAL COMMENTS R� G c uaehk 0 ®. Z rn X b H O z y x d J 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application L� Flood Permit Examined c� 20 Single Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20LJ Mail to:A M P i(Ch 1+cC�Un. Disapproved a/c ®7� SCM V� l(1oI f e 1(10rt! i 1aq$ I _ Phone: , J.52— R N— C)Q U(7Y Expiration 20 jD, ,_=? i V Bui 'ng ector -s 2 =APPLICATION FOR BUILDING PERMIT AUG 2 2019 _- Date Ak gUCi A1C) ,20 1q 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 coveredby this application may not be commenced before'is-suance 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. aMP Leif ccf-Ure (Signature of applicant or'name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder { �� Name of owner of premises f('i I I' _a&O t) (As on the tax roll or latest deed) If applicant is ao oration, signature of duly authorized officer (Name -title-of corporate officer) - Builders License No. Plumbers License No. - Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street - Hamlet County Tax Map No. 1000' Section J 00 B166k -' jgigln "' Lot q q 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 L fcl,AAi b. Intended use and occupancy fol"" `i P es 3. Nature of work(check-which applicable):New Building Addition Alteration Repair Removal Demolition Other Work A& - b ul'i t (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling'units ` Number of dwelling units on each floor l 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 o05 . 1 Rear G-7. S- Depth q 2. 2- Height Height Number of Stories . Z. Dimensions of same structure with alterations or additions: Front Rear ,Depth (0 t Height Number of Stories 77- 8. 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front `L 88 A 7 Rear 27Depth 3 3 5 , N 3 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Z-q D 12. Does proposed construction violate any zoning law, ordinance,or regulation?YES NO 13. Will lot be re-graded?YES • NO?C Will excess fill be removed,from premises?YES NO x� 14.Names of Owner of premises W X11(A rh Address.U� kegwf PA Phone No. (9® `d Sn $ Name of Architect A Vl 41(A :Po C�1'l 16 Address l dj S int a1 IUi ai l le,Whone No� 1 Lp b Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ' * 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 * 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 * IF YES,PROVIDE A COPY., STATDOF NEW YORK) SS: COUNTY OF ) A11A being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the - (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 thework will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20__Iq_ Lori T McBride Notary Public YPUBLIC,STaTE Registration No.01MC6368447 Signature of Applicant Qualified in Suffolk Countp Commission Expires December 11,2021 Scott A. Russell 01-suck ST01kMWA\T]E]k SUPERVISOR ( l��l[A\lam A\G�]EM]ElN '7C' 53 5 M n Road-OLD SWN HALL-P 9 OUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THHS PROJECT IIWOILVIE ANY OF THE FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 1 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date / (� An'r F District NAME r dI le� 1 e trYi loo� � Sec t ton Block Lot 5` a�'J C FOR BUILDING DEPARTMENT USE ONLY **** Contact Information: -1 Reviewed By — — — — — — — — — — — — — — — — Dae: Property Address/Location of Construction Work: t]��Approved7oi--processingiui�ding — — — — Permit. tormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review. FORM # SMCP-TOS MAY 2014 ,BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Tohall Annex - 54375 Main Road - PO Box 1179 a° Southold, New York 11971-0959 Ee 2 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rich ert(a-_)town.south old.ny.us APPLI /�� I N FOR ELECTRICAL INSPECTION REQUESTED-BY:- - Date: -- Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (`All Inforlm^ation Required) Name: VV \� \" Address: om Cross Street: Phone No.: 1 15 Bldg.Permit 31 email: 1z j Tax Map District: 1000 Section: Block: Lot: r L1 BRIEF DESCRIPTION O WORK (Please Print Clearly) pp �Q� Circle All That Apply: Is job ready for inspection?: E / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: I (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form-xls �(��� 2 Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O. Box 1179 Ca Southold, NY 11971-0959 i BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE'-CONSTRUCTION, PRE-ENGINEERED'; WOOD CONSTRUCTION AN®/OR TIMBER CONSTRUCTION- Date; 8 UQ U,SJ -2 0 , a 01 q Owner: LAA J I Q W MC(SO-P - Location of Property: i Please take notice that the (check applicable line): New commercial or residential structure ^ � Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) 0:�Signature:_ Name (person submitting this form): Aa� 6rw -Yo r^ N Io 1 ►V I{� ( �r� -�r�— Capacity(check applicable line): Owner T Owner representative TrussRegl5.docx Effective 1/1/2015 a r =r:..ii ! � � Ifl a -r CQ CIZ g00 3&IZ V-- 42Z_j �02TO 5t LQ d ` Z9 a3 t/ N�kP O -^ •CYo ' •�.�p �Sc �9yN� fo >y k. ec, = P 'o If vok ..4 �ZO\g\p S• 1P)ECRIV . Fft is t992 S.C. DEPT OF HEALTH SERVICES SURVEY FOR JAN 9, 992 3UfFOLK COUNTY DEPARTWaT OF WALTH SERlft B AUG. 0,1990 JOHN MEYER 81 GAOL M. MEYER � JULY 10,1990 I► " JUN 4,1990 �Rfkal,F INILY�1WO MLY LOT N0.6, OREGON HEIGHTS" JAN 1s,1990 F4S R r AT MATT(TUCK DATE DEC.14,1989 The sewage disposal and water supply facilities for 89 No 99 this TC3WN OF SOi1THOLD SCALE Wagon have been inspected by this Departmentandlor SUFFOLK COUNTY, NEW YORK -1133 32 andfMadry. CERTIFIED 4= MUNAUTHORI2ED ALTERATION OR.A00(TION TO THIS �"' A' SURVEY IS A VIOLATION OF SECTION 7209 OF THE 'OH NEW YORK STATE EDUCATION LAW GAI }• Ch)e#�of�urear of Wastewater Management *COPIES OF THIS SURVEY NOT BEARING THE LAND SO H SUR VEYOR•S INKED SEAL OR EMBOSSED SEAL SHALL FI T CAN'T I URANCE NOT BI CONSIDERED TO BE A VALID TRUE COPY *GUARANTEES INDICATED HEREON SHALL RUN ONLY TO C0 NY EW K HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUC T THE PERSON FOR WHOM THE SURVEY IS PREPARED �. AND ON NIS BEHALF TO THE TITLE COMPANY,GOVERN- M NEAREST WATER SAI*-111 t II SOURCE OF WATER PRIATE—PUBLIC� MENTAL AGENCY AND LENDING INSTtTUT(ON LISTED M Cuf CO TAX MAP DHT 1A09_SECTION IQQ BLOCK I__LOT 44 HEREON,AND TO THE ASSIGNEES OF THE LENDING IITHERE ARE ND OWELLIMS WITHIN 100 FEET Of THIS PROPERTY INSTITUTION GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON TO ADOITIONAL INSTITUTIONS OR SUBSEQUENT M TNI WATER SUPFLY AID SEWAGE DISPOSAL SYSTEM FOR TNI!RESIDENCE OWNERS WILL CONFORM TO THE STAMOA N OF THE SUFFOLK COUNTY DEPARTMENT T DISTANCES SHOWN HEREON FROM PROPERTY LINES , OF HEALTH IMICES PURPOSE A STRUCTURES NOT ARE USED A SPECIFIC Jap 0 PURPOSE AND ARE NOT TO BE USfO TO ESTABLISH I,AII(p SQjt APPLICANT, PROPERTY LINES OR FOR THE ERECTION OF FENCES ADORES3 TEL YOUNG � YOUNG R�RRNEAD,NEWAYORKE NOTES 6 !:STAKE ALDEN W YOUNG,PROFESSIONAL ENGINEER SUBDIVISION CO MAP N M IN THE OFFICE E THE CLERK OF AND LAND SURVEYOR N XS LICENSE NO 12845 SUFFOLK COUNTY ON MAY 27,f988 AS FILE NO.8532. �+ HOWARD W YOUNG, LAND SURVEYOR tD *TIM LOCATM OF WELL(W),SEPTIC TANK(STIscEwooLs(cP)BNOWN wAac I NY S LICENSE NO 45893 v ARE PROP FIELD OBBERIAITIONS ANO OR DATA OBTAINED ffta OTHER! BRANDIS & SONS INC. z`� f CN ROAD ' . IL E BEA 309.93 dao, N 5e26'50'* v� • N N AvW 1'. w j � 81 1 4.5' ey X01 .5' �IV Slpck Lot 9 �U fpacaJul ca AWhW 0 0 6' �p �0 �° 1Z4 W goo _y LLJ 4 26.5' 6k 9.?' -- - - - --- ---- - © --- - --- -- Q �V Anlreway N S 62'19'10" W 335.43' Lot 4 Lot 5 FMJ: 65. 2 SURVEY OF SURVEYED?: 17 July, 1988 Fled: 27 Moy, 1988SCALE: 1=60' TMJ: 1000-100-01-44 L O^T 6 AREA. 98,592 S.F. or IN 1263 ACRES Guaranlems indicr..twd h-tr nn shag nm MAP OF OREGON HEIGHTS AT MATIITUCK only to the person for wttnro thi survey SITUATE is prepared, and on his behalr to the MATTITUCK, TOWN OF SOUTHOLD title company, Govvrrr ental Ager1q, SUFFOLK COUNTY, NEW YORK lending instittticm, if listftrt l,rrr-nn, onci to the rssigntes of the len So". :net;tutir.n. SURWW FOR.' WAU P 1VWAM Guarontees are nct tc CWW14 NOiONAN SURVEYED BY: instlturions c i �. bS:r;,.,nt owners. STANLEY J. ISAKSEN, Jr. Untwthorixtd atierctttolr or addi#ion to ihfs P.O. 80X 2R4 survey is a vivtation of Section 7209 of GUARANTEED M. %e New York State Education* law. New (folk$N. 1195fi A.fichoel P. Noonan 516— 34-- �'ynthia Noonan sr FFi'delity National Title Ins. Co. f,pirts of this survey reap not bearing lntercounty Mortgage, Inc. the fond Surveyors ambossed %rat shag ®need o d u e r -im of Southold rM be considered to be a volid tru* UC. N . 4927 , r L BA 19 LX SERIES SPECIFICATIONS—F+in SPA MODEL s nr_ PDC ;�, �,�.� �r�.'��.`, `•��'`•�;i;+,��'-`*r��s�' ;;rya;�4'e.,�•���.e�..��`��,,.'-e,;_., ,.- 4: spa 5 GENERAL rev.2015/06 Seating Capacity 6 Shell Material Acrylic Dimensions(Domestic) 94"(7'l 0")sq.x 39"(3'3") Dimensions(Export) 240 cm.sq.x 99 cm. Water Capacity 525 Gallons(1,987 liters) Dry Weight 865 lbs.(392 kg.) Skirt Material PermawoodTM Z 4 Water Flow 510 Gallons per Minute -" m WATER SYSTEM** (photo ref.) - ` Water Treatment System OZ Ozonator ' Filter 25 sq.ft q P 1 Slide Valves 6 r Mega Swirl Jet A 5 "t- arge Euro Jet w/Eyeball E 45 ega'ssage Jet G 12 , Ozone Jet O 2 Foot Jet FM fi, 1° .2 6 iverter Valves V 2 Safety Suction U 6 H Mini Skimmer K 1 J Air Control I 5 -` Spa Light L 1 OZ Drain Valve 5 1 � 7 SPECIAL FEATURES r- ;•.,:Fr '. 1 >' 5 �r Spa Pillows 4 3 Stainless Steel Jetting Standard Cascading Spouts/Control Valve WS,C Standard Allure2 LED Lighting Optional Halo LED lighting Standard SoundStreamTM Audio Optional* ELECTRICAL SYSTEM Pump Information Reference Number Domestic(60Hz) Export(501[z) Pump#1 peak(continuous)HP 1 2.0(1.0)HP 2.0(1.0)HP Pump 92 peak(continuous)HP 2 4.0(2.0)HP 4.0(2.0)HP Pump#3 peak(continuous)HP 3 4.0(2.0)HP 4.0(2.0)HP Air Bubbler 4 1.5 HP 1.5 HP Electronics Electrical Can 6 Gecko XM Series Gecko XM Series Voltage 240 230/400 Amperage 50 2x16/1x32/3x16 eater H 4.0 KW 3.8 KW Operation System 800 800 Main Spa Side Control 7 Gecko 800 Series Gecko 800 Series **Not every jet is referenced.Each type of jet is noted for ease of identification.*Note location of audio components prior to install Equipment location relates to slimline design,AdvantagePack option has major components located beneath end cabinet All specifications are accurate at time of print.Manufacturer reserves the option to change product without prior notice. Dimensions are approximate. NOTES $ SFF_G F I GAT I ONS CARPENTRY IT 15 THE CONTRACTOR'S RE5PON5151LITY TO KEEP THI5 CONSTRUCTION DOCUMENT 51NDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 5-75) UNLE55 TOGETHER AT ALL TIMES. tT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTE5, OTHERWISE NOTED. STRUCTURAL DES I ON LOADS 5PECIFICATION5,AND 5E FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN APP 0 ED S NOTED 5" MIN. FOUNDATION EXPOSURE. GENERAL U5E LIVE LOAD ��r��F_Ar�) LOAD DATEMET E. ,# I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3• SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, (1) 2 PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) "xb" APPLICABLE BUILDING DEPARTMENT. FEE: 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. EXTERIOR BALCONIES 60 psf 15 psf EXISTING 2 STORY 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EXISTING COVERED FRAME HOUSE 15 NOT NOT( Y BUILDING I 1PARTMENT AT E ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO 4. AT FLUSH FRAMING USE 16 GAGMETAL JOISTS HANGERS BY "TECO" OR DECKS 40 psf 15 psf PART OF THIS FILING7 765-1 02 8 AM TO 41 PM FOR THE STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. FOLLOWING INSPEC ONS: 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL 00DE5 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PA55ANGER VEHICLE GARACE5 50 psf AS PER PLAN I. FO NDATION - T1 REQUIRED AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND F03 POURED CO ,",RETE b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ATTICS WITHOUT 5TORAGE (ROOF BELOW 5 PITCH) 10 psf 15 psf 2. ROUGH - FRAM(°J & PLUMBING 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U 0 N 3. IN ULATION OF THE OWNER/BUILDER ATTICS WITH 5TORA5E (ROOF ABOVE 5 PITCH) 20 psf 15 psf 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AD/OR JOB CONDITIONS -1• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING 4. FINAL - CONSTRU TION MUST EXISTING 2 STORY BE COMPLETE FU C.O. SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf FRAME HOUSE 15 NOT WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERN15E NOTED. PART OF THIS FILING7 ALL CONSTRUCTION HALL MEET THE 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE SLEEPING ROOMS 50 p5f 15 p5f REQU REMENTS OF I RE CODES OF NEW UNLESS APPROVED BY THE ARGHITEGT/ENONEER. P.T. YORK STATE. NOT R SPONSIBLE FOR STAIRS 40 psf 15 psf DESIGN OR CONST CTION ERRORS. "i. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE BEFORE THE START OF FRAMING ON PACE A-I. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND GUARDRAILS AND HANDRAILS 200sf 15 psf ROOF AND 15 OF GPX GRADE, UNLE55 OTHERWI5E NOTED. SEE FLOOR PLANS P p COMP Y WITH ALI. CODES OF 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. I2 sf FOR ATTIC EXIST. NEW YORK STATE & OWN CODES qR. . DO NOT 5GALE DAWING5, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR OATH. DN' AS REQUIRED .AND C ,NDITIONS OF W 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL EXISTING FRAME DECK 1 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. IS NOT PART OF THIS , _ I, p�gNNING BOARD LU FILING AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 7 PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. _ J 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS �ONSTRU��I ®y� i � � �� I� �� � � � -- J RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, ANP RAFTERS WHEN SPANS I I V EXCEED V-O" AND AT EVERY 5'-0". ELECTRICAL Q 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE C.,O I `lI `IEC. 1 O N DETAILS HI&HXRAIL NG INSPECTION REQUIRED Add tional 1 14. THE CONTRACTOR SHALL KEEP PREM15E5 REASONABLY GLEAN AT ALL A-2 Certi ication ` TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS q'-2" RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NOT TO 5GALE May Be Required. BROOM GLEAN. NECESSARY. O 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 A-1 Irk iV w LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-5 'w AND ORDINANCES. STEP 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. UP I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THETHICKNESS OF WALL ABOVE. SUB THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. OCCUPANCY EXISTING FRAME DECK COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING STEP IS NOT PART OF THI5� r 1.7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. FILING USE 1§ U N LAW !-^I .. JOIST H,4NO E DOWN ARCHITECT/ENGINEER, AND THEIR ACENT5 AND EMPLOYEES FROM AND 8�//., AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING 20. "P.T." 5PEGIFIE5 PRESSURE PRESERVATIVELY TREATED LUMBER IN WITHOUT CER II- ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER LEDOER - OF 0 CUPAN 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRU5HING, DIPPING, OR 50AKIN6 UNTIL THE WOOD Q 8'x5' JACUZZI STEPS EXIST. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, dJ UP WOOD FRAME ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER WOOD JOIST MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLA5HING, ANCHOR BOLTS, DECK WHOLE OR IN PART BY ANY NEOL16ENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, (252 5q,. Ft) CONTRACTEMPLOYEDOR, ANY SUCONTRACTOR, ANYNE DIRECTLY OR INDIRECTLY BY ANY OP THEM, OR ANYONE FOR WHOSE A T5 ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH F.T. RETAIN ST RM WATER 1111 OFF BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: - PURSUANT TO CHAPTER 36 PARTY INDEMNIFIED HEREUNDER. A. TRU55 J015T McMILLIAN 1.41E MIGROLAM JOIST FRAM I NO FLUSH WITH LEDO ER OF THE TOWN CODE. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC 2.OE G-P LAM BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRUSS J015T MGMILLIAN 2.OE PARALLAM STEP EXIST. DECKING TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. 5PEC.'s UP APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE s�� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN EXIST. 36" AUTHORIZATION OF THE ARCHITECT/ENCINEER. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, HIGH RAILING _\ NOTES, AND TABLES ON PAGE5 A-I, A-2, d A-3. THE FA5TENING SCHEDULE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOP DRAWINGS 5PEGIFIE5 THE REO'D NAILING FOR THE 5HEATHING (ANY NAILING NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAIL5 $ MANU. SPEC.'S). 20. CONTRACTOR TO REMOVE a RELOCATE AS REQUIRED ALL EX15TING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. AS-�U 11.._T D GfG FLAN INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 25. COLUMN BEARING AS FOLLOWS: 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, SCALE: 1/4" = I'-O" SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/(2) 1/2" 4, ANCHOR BOLTS (4" LONG EXPANSION BOLTS EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE Z IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ W 2 STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG 0 CODES AND REFERENCE STANDARD: w/b" RISE # W/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS EXI5TIN6 2 STORY V I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. EXISTING COVERED FRAME HOUSE IS NOT BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY PART OF THIS FILING7 MAINTENANCE CODE. w Q D 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF FOUNDATION, CONCRETE, AND MA50NRY WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CONSTRUCTION MANUAL BY AF $ PA. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE w 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING SUB-CONTRAGTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CODE. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL EXISTING 2 STORY 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL _ FRAME HOUSE I S NOT .µ^•-`"' ^"-M.•�„•�, MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50.FT., U.O.N. PART OF THIS FILING7 '�✓�R .D��C" .. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, A NFPA'70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS OTHERWISE NOTED XITING SIDING 5. WALL5 TO BE POURED CONCRETE OF 51ZE 5HOWN ON PRAWINC5, U.O.N. 51MP50N H2.5A RAFTER „ 1 TIE (OR EQUAL) _ GENERAL WIND PROTECTION CONNECTION NOTES: 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS (P = ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL UNTIL I5T TIER OF FRAMING IS IN PLACE. EXISTING 5/4"xb" m EXIST. CONSTRUCTION;55TO 10-qq AND 2015 550 HIGH WIND EDITION WOOD FRAME POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. DN. 374 15 -J FOOTINGS TO BE �o l CONSTRUCTION 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, QF N 1 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED EXIST. RIM JOIST _XI5TING FRAME DECK 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINC DEVICES NOT SOLID WITH CONCRETE. EX15T. 2X10 DECK I I IS NOT PART Or- INCLUDED F THIS INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. SHALL JOISTS 0 Ib" O.G. FILING 7 BE USED IN ACCORDANCE WITH MANUFACTURER'5 RECOMMENDATIONS. 5. METAL PLATES, CONNECTORS, 5GREWS, BOLTS AND NAILS EXPOSED (2) EXIST. BOLTS ® BEAM 8 PROJECT: DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 EXIST. METAL POST CONNECTIONS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. DAYS OF 4,000 P.5.1., U.O.N. JOIST HANGER 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL = MASO N SHEATHING AND SIDING, FRAMING ANGHOR5 OR CONNECTORS SHALL BE II. GONG. SLAB5 TO REST ON MIN. OF b FINE GRAVEL OR SAND WITH PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER EXIST. P.T. 2X10 BEAMS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. AS-BUILT DECK 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. RAFTERS EXCEPT WHERE COLLAR TIES OF IXb OR 2X4 LUMBER IS LOCATED "SIMPSON" ABA44 ❑ IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ® COLUMN BASE EXIST. 4x4 P.T. POST 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. (1) WALL TIE PER (5) 50. FT. EXIST. (2) 2"x10" i � • '7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY a V 5. SILL (THIN 4' OF EXTERIOR CORNERS. 14. FLASH JOINT AT BRICK PLATE To FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED MAX. 52'-0" O.G TO DIRECT EANY CONDPOE AND ENSATIION TOOVIDE THE EXTERIOR. a P HOLES, ,I dnmD GRADE �, ' 0 2645 REEVE �- TO THE FOUNDATION WITH ANCHOR BOLT5 HAVING A MIN. BOLT DIAMETER EXIST. 5"� 'SONOTUBE' II m `fl CUTCHOGUE, N.Y. 11935 OF " AND 5"X3"X " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I5. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. U a N PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FROM FOOTING TO 2" ABOVE FINISH GRADE. FILLED SOLID w/ P. GONG. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7 IN GONGRETE/MASONRY / / X FOUNDATIONS. ANGOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS Ib. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES d a r S-_3 EXIST.L2) 2"�O" C,15 NOT FRAME DECK DRAWING TITLE: OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO 61RDER IS NOT PART OF THI5 7 AND AT SPACING NOT EXCEEDING 4 ON CENTER. I ' FILING DECK PLANS & DETAILS CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ai d 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY U ARCHITECT/ENGINEER. 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND < WHERE EVER APPLICABLE. a d Q 1 Z X ® � <R z w Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A a p w tL O MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. a 1 PAGE: PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 1 GIRDER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED SGT I ON DETAIL A-1.00 AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" - < O `g�Q' DEEP 4 5'-0" BELOW GRADE. -100 SCALE: 5/4" = 1'-0" i w u h� DATE: 08/16/19 1 OF 1 EXIST. 2 2"x10''_ \ 61 RDER � AS-BUILT FOUNDATION PLAN 5GALE: 1/4" = I'-O"