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HomeMy WebLinkAbout43956-Z o�Og�FFOl,�cd� Town of Southold 12/2/2020 P.O.Box 1179 o 53095 Main Rd y.�►�1 ��o�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41647 Date: 12/2/2020 THIS CERTIFIES that the building ACCESSORY Location of Property: 475 Rambler Rd, Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/2/2019 pursuant to which Building Permit No. 43956 dated 7/11/2019 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: accessory pavilion as applied for. The certificate is issued to Cvikevich,Peter&Tanage,Nobuko of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43pk6 11/17/2020 PLUMBERS CERTIFICATION DATED Au o e i ature TOWN OF SOUTHOLD ofFO(,�co BUILDING DEPARTMENT TOWN CLERK'S OFFICE of 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#: 43956 Date: 7/11/2019 Permission is hereby granted to: Cvikevich, Peter 519 Borden Ave Apt 11J Long Island City, NY 11101 To: construct accessory pavilion as applied for. At premises located at: 475 Rambler Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-5-32 Pursuant to application dated 7/2/2019 and approved by the Building Inspector. To expire on 1/9/2021. Fees: ACCESSORY $228.00 CO -ACCESSORY BUILDING $50.00 Total: $278.00 Building spector L 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. Z(� -- New Construction: Old or Pre-existing Building: (check one) Location of Property: ��7 9D, House No. Street ^ ' Hamlet Owner or Owners of Property: c V1'Sy (W "Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. 'Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant S nature oF sovP�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 -P.O.Box 1179 Southold,NY 11971-0959 . ® �®� sean.devlinitown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Peter Cvikevich Address: 475 Rambler Rd city:Southold st. NY zip: 11971 Building Permit#- 43956 section: 88 Block. 5 Lot. 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Harrison Electric License No- 35534ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment* Notes: AS BUILT NO VISUAL DEFECTS " Wiring of Pergola Inspector Signature: C5U7( Date: November 17, 2020 S Devlin-Cert Electrical Compliance Form.xls a0E SOUIy TOWN OF SOUTHOLD BUILDING DEPT. �`ycOrrm e�' 765-1602 INSPECTION /] FOUNDATION 1ST Ft9'gj 5 [ ] 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 [ ] CAULK G REMARKS: vld1wQ = DATE I INSPECTOR?&4 '�Wk 'l� 1 �'pP SOI/ly� * * TOWN OF SOUTHOLD BUILDING DEPT. `y40 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [/FRAMING_� /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: V4rM I VICA � v i DATE INSPECTOR --- V TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [: ] ° SULATION/CAULKING, [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ "]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lopk i DATE vdy INSPECTOR H -5 13 9-6 Li '-7 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,-INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ['- ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O�j REMARKS: 'I f- DATE hQ ANSPECTOR G-- LD INSPECTION EPORT DATE COMMENTS FOUNDATION(1ST) t� 'FOUNDATION (2ND) 1fiX O cn ROUGH FRAMING& PLUMBING y INSULATION PER N.Y: STATE ENERGY CODE C� FINAL ADDITIONAL COMMENTS rn z Z t� ' b ,H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL Board of Health SOUTHOLD, NY 119714 set of Building Plans TEL: (631) 765-1802 anning Board approval FAX: 631 765-9502 �e Southoldt wnny.gov PERMIT NO. 3�5 -neck Septic Form --1-Y-S.D.E.0 ees C. plication o Permit Examined ,MA Separate r��uentification Form (Sto -Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: a,6 z� Expiration '20- 9 I Bui din Inspector g x J U L - 2 2019 PPLICATION FOR BUILDING PERMIT Date � , 20� EPS.`• 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,a regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign ture of applicant or name,if a corporation) -( ]jr� 1,0M0&E�e- Of D. (Mailing address of applicant) c/% 71 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises p bmg V I 1 �jv `�'PU (As on the tax roll or 1 test deed) If applicant is a corporation, signature of duly authorized officer (Name and title of;corporate officer),a Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. � 1. Locat i!o�n 9f land on which proposed�work will btone: House Number Street Hamlet �Z County Tax Map No. 1000 Section Block Lot 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 b. Intended use and occupancy e IPP L E FAM I L/ 3. Nature of work(check which applicable): New Building 1/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost _ - Fee (To be paid on filing this application 5. If dw~ellig, number of dwelling units Number of dwelling units on each floor If garage,,- ber of cars 6. If business, commercia or mixed occupancy, specify nature and extent of eachty f use. 7. Dimensions of existing structure's, ' any: Front Re Depth Height Number-of Stories Dimensions of same structure with alterations dditions: Front Rear Depth Height Number of Stories' , ; 8. Dimensions of entire new construct�qtr,-Front Rea Depth Height ,-Number of Stories 9. Size of lot: Front Rear Depth \� 10. Date of Purch Name of Former Owner 11. Zone use district in which premises are situated 1 . oes proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? S NO t/ 14. Names of Owner of premises 41"Z/Address 112'5- ) hone No. Name of Architect V�d ®VM Cg-� D AddresslZ© rel II r-CA Phone No Name of Contractor Tbn Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO v * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE MQUIRED. 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 V * IF YES, PROVIDE A COPY. I STATE OF NEW YORK) SS: COUNTY O ) Cbeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the OYhD29ZK, C;ONNIE D.BUNCH (Contractor,Agent, Corporate Officer, etc.) Notary Public,State o mor No.01 BU6185050 �fied'nS olkCounty�-� p of said owner or owners, and is duly authorized to perform or have performed 0MA: ZOPA14442 1 e this application; that all statements contained in this application are true to the best of his know e ge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi �n day of T 20A- Notary Public ignature of Applicant Scott A. Russell ,��°su '� ATO IR IMMATIER, SUPERVISOR �T ( �T � � I��l[A\1�A\GIIEI��IUEl�T SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑6'*'A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑MSB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[dC• 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. ❑[, 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, Co�II ac-Information ate & County Tax Map Number! Chapter 236 does not apply to your project. .,2If y u-�ered YES to one or more of bove, please submit Two copies of a Stormwater Management Control Plan da completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Desig Professional Agent,Contractor.Othe S.C.T.M. #: 1000 Date District NNAMEA p Section Block Lot ****FOR BUILDING DEPARTMENT USE ONLY** Contact Information Q6_LC lTelcphmr V"mbrrl Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — D Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department foi Review.) FORM -W -TOS MAY 2014 �o�c�uFFo(�-�oG BUILDING DEPARTMENT- Electrical Inspector y TOWN OF SOUTHOL ^'1 1 j ( _•( �.,+. I P"'"' C= x Town Hall Annex - 54375 Main Ro d i,P�'Box�1179� Southold, New York 119 0959 Telephone (631) 765-1802 - FAX(G31") 789I95-0t 2019 Ol �O rogerr(a_)southoldtownny.gov - sea nd(a-)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTIOff<:w, ", ELECTRICIAN INFORMATION (All Information Required) Date: I Company Name: Aay-!'ZQIJ Name: �-Tr poo License No.: email: r Address r/c A) j d Phone No.: 62 JOB SITE INFORMATION (All Information Required) Name: tZZ L, I r.XVJ Address: r ,Q Cross Street: ` , t/ ? Phone No.: -5`1 Bldg.Permit#: 4�?)95-& email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) J ��°p�- 'r an la Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: - A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service 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 As 9 O�SUFFO(,�-COG BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOL � •, ;;^'� �9�,�•�; j•- , o = Town Hall Annex 54375 Main Ro � 0 L5 o • - Southold, New York 119 ✓0959 41- o� Telephone (631) 765-1802 - FAX 631'1) 70919501 2019 rogerr(a)southoldtownny.gov - sea nd(cDsoutholdtownny aov APPLICATION FOR ELECTRICAL INSPECTIOff1"Y" ' �'_'. �' ;`,.Y ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: j Name: An. r/S on License No.: �'f�� ,��'S- �� email: o r Ve.' Address: 3 L1,14 l d ) Phone No.: / C1313 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: , Lt V) Phone No.: 9' Bldg.Permit#:-. 30j�(p email: Tax Map District: 1000 Section: 57�` Block: Lot: 3, BRIEF DESCRIPTION OF WORK (Please Print Clearly) Z iz -h' 0110s jvranIa Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: - A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconhect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: –RAX""F.�^U E-WTM-AQP--LCAT!O 4k 7 �e-C 6a Request for Inspection FormAs � q� `}` '7� 9 PERMIT# Address: Switches Outlets— GFI's ` \ Surface Sconces CH's I UC Lts- Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo 'Cooktop Transfer AC AH Mini J Special: Comments. m . 1 \ � pF SO(/ry®l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 COUNT(,� February 25, 2020 BUILDING DEPARTMENT TOWN OF SOUTHOLD Peter Cvikevich 519 Borden Ave, Apt 11 J Long Island City, NY 11101 Re: 475 Rambler Rd, Southold TO WHOM IT MAY CONCERN: The Foil 'ng Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate - Just need to set up a final electrical inspection A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —43956 -Accessory Pavilion 75 SC.T.M.NO, DISTRICT: FOM SECIRM 68 BLOM,s { LDT(S):d2 LOT 21 ` E 4 c FEND S58.02'40"E 186.72' w� wHWw 4 } a•s7 iti�t:o LOT 20 0 pato ORCK PAW a+ 41.4' w= a ASPWLT DRFVEM Yaip iii. 1 ! IS &1' O CONC. STOOP o C Yco It 3STOCKADE FV=ALONG LIM No90 FENCE pipc N58002'40"B' ' 193.70' ROC wATFR Y. 9E115 GWTIII:PLS AND CESSi�DX S LOCADCWS ARE fflDN FTEiD L@STRVAIIAV� AND OR DATArrAMEO FRM OTHERS LOT 79 AREA.18,971.32 SQ.FT. OR 0.44 ACRES LOT 18 nEVAMAAATur Ir AUMCIMM ALMIATM M AMMY M DO SI Wr O A MLUMV OF=116Y 7M CF DIC ACV MW SJATE MC4rOt LAI[ LuM W SAS S WV WP Act w Lam suRmws E1NSJe9 g.AL Rau AAJ ar mmmu M SE A VALID IRM CCPr. AIARAMAI IS/ CAMD WNW 9Utt.RVA - w.r T9 DL Pvi$e1 nw wxY TAC MW r IS POPA3D Ano OV Ass MDMf 10 DIC'MC C"AMr.OOtt•7MCMAL A OCr AAV IlJMW Mnn# 0M L1SIiD MMM AAD ro M AS9011111S OF THE MVM 11tsDWVM QAAIPWMM ARE MOT IRAAMUIARL f� DIC MUM CR VVA71MM 90Wl MDWM►ROY Ds'MMMTV UWS TO DIC SMMA+I!!S AW FDR A VMWV PLRFOSE AAO USE MMDM MY ARE NOT NWOW IS Yn41ARNT PC R awm is&$at TD axLr DL MCDOM OF F0mm AOOIDDWL MICRO=CR ANS 01101 AMN40LlJfNts FA97"M AAQ^A MS'ACE SOR 19fto 5 A'1CMWW OR LOOM*ACD ARE AAT OUARNW M Ir"w FwScALLY fm&r W DE Awe=A7 ve jw or 9RICY ,yd Smvz'OF.LOT 20 CER71FIED M. PETER CVIKEVICH.' op a"P'O't TERRY WATERS 12901 NOBUKO TANGS' THE SECURITY MER FMEP. DEC. 29, 1958 GUARANTEE CORPORATION OF BALTIMORE• poll stuATTD Ar.SOUTHOLO CASTLEROCK LAND SERVICES INC. "m an SOUTHOLO KBNNEM Tt TTOYCAUK LAM t3TTRV61[BVci, PU.0 [SUFF.FFOLLK COUNTY, NEW YORK Protesdond land Surn7ins and Doelp P.O.Bos 163 lguebogne,New York 11931 UPDATE SURVEY 04-20-17 In E 27-t 04 shall:1"=20'9AM SEPT. 2, 2007 W RA if� CM 1� L�t r^;�IL Vm.Mk 4 ulw�a� � ra t uW ria.. 1 i CQWAL Cwhrr c�Pmpucai �NA' /'� Cvlkevic� 'Residehce 829 2011 ��..!!11 NGSC fhvyn.d b.. �� Cusid n�Irt�nga GENERAL NOTES: 1. ALL CONSTRUCTION 15 TO CONFORM TO N.Y. STATE AND LOCAL BUILDING CODES. D 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. DESIGN COMPLIES WITH 2015 INTERNATIONAL BUILDING CODE WITH THE NYS 2017 UNIFORM CODE 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.G. AND UNDERWRITERS REQUIREMENTS. SUPPLEMENT t 2016 SUPLM PEENT TO THE NYS ENERGY CONSERVATION CONSTRUCTION CODE 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR DISCREPANCIES. 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE i I OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER DRAWINGS. IT 15 THE INTENTION OF THE DRAWINGS TO PROVIDE FOR I A COMPLETE JOB IN ALL RESPECTS. SWIPLIFIED WALL SHEATHING 6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE PRESSURE 4t NAILING ZONES INSTALL IY4 14 20 GAUGE GALVINIZED ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. STRAPPING @ I6" O.C. W/2-bd NAILS 0 EA. END 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL MIN. 12" BEARING ON RAFTER SURFACE WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND - C��r1•� MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. 8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. ALL UPLIFT CONNECTORS q. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL INSTALLED TO PROVIDE MANUFACTURERS REQUIREMENTS. CONTINUOUS LOAD PATH FROM 10. CONCRETE IS TO BE 3000 P.5.1. MIN. ON I TON PER SQUARE FOOT 501L TOP OF RIDGE TO FOUNDATION BEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO SO THAT NET UPLIFT VALUE WEATHER, AND GARAGE SLA55 TO USE 3500 P.5.1. MIN. CONCRETE. VERIFY TOP LF WALL DOES NOT EXCEED SOIL BEARING CAPACITY IN FIELD. 100 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND CONNECTIONS CAPABLE D UNDER BATHTUBS. I O WITHSTANDING 325 POUNDS AS 12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL I PER TABLE RB02.11 OF 2015 IRC LOAD CARRYING CONDITIONS. 13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB - 1150 PSI, E-1.4t-1. PSI O 14. ALL HEADERS 4 GIRDERS TO BE DOUG-FIR #2 FB - 1250 PSI, E-1.71"1. PSI ` RIDGE INSTALL l D 20 GAUGE 15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE AGO PRE55URE I O A GALVINIZED STRAPPING 16" O.C. W/3-bd NAILS ® EA. END MIN. 12" i I TREATED LUMBER. 6 16, ALL EXTERIOR DECK FRAMING SHALL BE ACO TREATED LUMBER. I BEARING ON STUD SURFACE 17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF SHEATHING TO 8E Ll PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE I O O RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. NAILED TO TOP PLATE i 18. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L. 127 APPROVED. 19. ALL HEADERS NOT NOTED ARE TO BE (2) - 2" X 12". 20.BRIDGING TO BE EITHER OF SOLID, I" X 3" OR 18GA. CROSS BRIDGING, NOT TO Y� EXCEED 8'-O" O.G. (� 21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. APP"LIVED AS NOT 22.ALL FLITCH PLATES, L.V.L.'S AND GIRDERS ARE TO BEAR ON 50LID WOOD Z POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 24" MIN. ! ROOF DATE: B.P.# 23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ W-0" O.C. WALL SHEATHING NAILING SCHEDULE ICE SHIELD _ff 24.INTERIOR BEARING WALLS ARE TO BE BLOCKED @ W-O" O.C. S-2 FEE: gy. 25.5TEEL ASTM A-36 PAINTED, BOLTS AS NOTED (A307), WELDS-E70XX, REINFORCEMENT A5TM GR. 60. NOTIFY BUILDING DEPARTWNTT I 26.RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS PROJECT. ZONE 5 ZONE 6 765-1802 8 AM TO 4 PM FOR TIIEFOLLOWING INSPECTIONS: NO SUBSTITUTIONS: ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE FIELD 12" O.G. 12" O.G. /� 1. FOUNDATION TV,O REOLIRE O INDICATED IS SIMPSON STRONG-TIE". NO SUBSTITUTIONS ARE APPROVED OR TYPICAL W 1 N D UPLIFT, FOR POURED CONCRETE AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER ,�+ ' COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL LATERAL SHEAR CONNECTIONS 2. ROUGH - FRAMING & PLUI` BIND RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / EDGE 6" O.C. 6" O.G. 3. INSULATION CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF SGALE� 'r4"-1'-0" 4. FINAL - CONSTRUCTION M ST j t� THE ENTIRE SYSTEM. ENERGY NOTES: ALL Yz" EXT. PLYWOOD WALL SHEATHING TO BE SECURED BE COMPLETE FOR Co. j I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF WITH 6d COMMON NAILS- 2" x 11&" GA. - PATTERN AS ALL CONSTRUCTION SHALL EET THE i THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT INDICATED ABOVE. REQUIREMENTS OF THE CODE OFINtvv THE TIME OF PERMIT APPROVAL. RIDGE AS NOTED YORK STATE. NOT RES BLE IFC'R 2. EXTERIOR DOORS AND DOORS TO GARAGE U - .40 MAX. ON PLANS 3. WINDOWS AND ALL GLASS U - .58 MAX. 4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION DESIGN OR CONSTRUCTION RR RS. I I AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE SIMPLIFIED ROOF SHEATHING 20 C.F.M.. PRESSURE It- NAILING ZONES I I 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, COMPLY WITH ALL CODES OF DESIGN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT DETAIL AS IS REQUIRED BY THE BUILDING DEPARTMENT. ------------- r- NEW YORK STATE & TOWN CODE G. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION 1 4 I 0 HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. I AS REQUIRED AND CONDITIONS F I c4 7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE --I --- --------------------7--- A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE.S. INSULATE ALL PIPES AND DUCTS AS PER CODE. q. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX. I ( 1 --------------/ I I SOMHULU I Y t N, I BOA D __.___ 10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT I O OI I ADJUSTABLE LIGHT ROOF RAFTERS AS O I . 11. HOVAG GOOR FLOW EQUIPMENT A MAXIMUM O 3 G.P.MTEDIN ACCORDANCE SSURITHTABLE 4-b E. r \ O // I I HANGERS (LSSU210) NOTED ON PLANS SOVRft�-tV n TEES t I 0 ' I OF THE ENERGY CODE: MIN• EER (EFFICIENCY) SHALL BE AS SPECIFIED IN 14 }2 > / I I STRAPPING O CATHEDRAL TABLES 4-8, 4-q, AND 4-10 OF THE ENERGY CODE. ( I I (RAFTER TO RIDGE) 12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES I (/ iO 1 TABULATED IN TABLE 5-1 OF THE ENERGY CODE. I --------- I SCALE, Yz"-I'-O" 13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A I 1 VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. i 1 O i I I 4I 14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. _ ----/ I i O2 /I I RESIDENTIAL STRUCTURES WITH TRUSS Seal Signature ARCHITECTS STATEMENT: I I 4 I 1 1 I I TYPE CONSTRUCTION, PRE-ENGINEERED EO A I, JASON M. ORMOND, ARCHITECT, STATE THAT TO THE BEST OF MY - ----- ------ I I O O I I I WOOD CONSTRUCTION AND/OR TIMBER <<G� �C KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS ANDI O I I I I CONSTRUCTION FOR NEW DWELLING AND/OR �GOMF SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY I I I I I ANY ADDITION, ALTERATION A SIGN OR OCCUPANCY ORO CONSERVATION CONSTRUCTION CODE. REFER TO RESCHECK COMPLIANCE REPORT 4 ( SYMBOL DESIGNED IN ACCORDANCE WITI-) " FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE I I I Q CONSTRUCTION DOCUMENTS. --I---L---- ---I i TITLE Iq NYCRR PART 1265 SHALL BE USE IS UNLAWFUL AFFIXED TO ANY ELECTRIC BOX ATTACHED + r + TO THE EXTERIOR OF THE STRUCTURE FOR WITHOUT CERTIFICATE d f FIELD INSPECTION. THIS PROJECT COMPLIES WITH THE 14TTP://WWW.DO5.NY.GOV/DGEA/NOTIGADOPT.14TMLs1TRUSS � OF OCCUPANCY ' r 033344 �ae� MECHANICAL CODE OF NY STATE, 0 DIAMETER CHAPTERS 12 THROUGH 24, THE ROOF SHEATHING NAILING SCH EDU LE OF NE`tI PLUMBING CODE OF NY STATE, CHAPTERS 25 THROUGH 32, THE JLr ELECTRICAL CODE OF NY STATE, Project No. 1931 CHAPTERS 33 THROUGH 42. REFLECTIVE ZONE I ZONE 2 ZONE 3 ZONE 4 REFLECTIVE PANT NE O167D WHITE CVIKEVICH PROJECT SHALL COMPLY WITH THE FOLLOWING: u,. 1 FF N1101.14 (R401.3) CERTIFICATE (MANDATORY), RESIDENCE FIELD 151,151, O.C. 12" O.C. 3" O.C. 4" O.C. PllRSUR TRETN OTO CHAPTER 236 475 RAMBLER ROAD 1103.1 (R403.1) CONTROLS (MANDATORY), OF THE TOWN CODE. 1103.3.3 (R403.3.3) DUCT TESTING (MANDATORY), EDGE 4" O.C. 6" O.G. 3" O.G. 4" O.G. Architect of Record 1103.5.1 (R403.5.1) HEATED WATER CIRCULATION AND Jason M. Ormond TEMPERATURE MAINTENANCE SYSTEM (MANDATORY), ALL Yom" EXT. PLYWOOD WALL SHEATHING TO BE SECURED 1103.6 (R403.6) MECHANICAL VENTILATION (MANDATORY), WITH ad COMMON NAILS- 2&" x 10&" GA. - PATTERN AS Architect INDICATED ABOVE. 1104.4 (R404.1) ELECTRICAL POWER AND LIGHTING 120 Mill Road SYSTEM Westhampton Beach,NY 11978 THE CONSTRUCTION TYPE !<i' DESIGNATION SHALL 5E '10, 'F STROKE T:631-288-1404 111', 'III% 'IV' OR N' TO INDICATE THE CONSTRUCTION F:631-288-0549 E:jmoarch@aol.com CLASSIFICATION OF THE TABLE R301.2(I) STRUCTURE UNDER SECTION COMPONENTS TWAT ARE OF TRUSS OF THE acNrs Date Scale CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA TYPE CONSTRUCTION ■ 6/20/19 %411=11-011 WIND SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR : GROUND SEISMIC FLOOD WIND "■ F" FLOOR FRAMING,INCLUDING E SNOW SPEED DESIGN DESIGN UNDER-LAYMENT FREEZING ■ ■ GIRDERS AND BEAMS LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP REQUIRED HAZARD EXPOSURE INDEX B�II� "R" ROOF FRAMING DrawingTitle 45 PSF 130 SUFFOLK SEVERE 3'-0' MODERATE SLIGHT TO SUFFOLK YE5 AS PER B 5gcI STANDARDS AND CODES "FR" FLOOR AND ROOF FRAMING NOTES 11 MPH B TO HEAVY MODERATE II FEMA 11 11 Drawing No.: NOTES THIS SET OF PLANS HAS SEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE WITH THE NYS 2017 UNIFORM CODE SUPPLEMENT t 2016 SUPPLEMENT TO THE NYS ENERGY AREA CALCULATIONS CONSERVATION CONSTRUCTION GODS 10 PAVILION = 320 SQ. FT. I 1 I I I I I I I ' I I ' ' I I ' I I I NA i L i NG SCH EDU LE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I (ASS' PER RESIDENTIAL CODE OF NEW YORK 'STATE 'SEC. 8301.7) AS PER SECTION R602.3(1) OF 2015 IRC NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER- SPACING AND LOCATION STRUCTURAL MEMBERS ALLOWABLE DEFLECTION ITEM DESCRIPTION Of BUILDING ELENE N75 SPACING AND LOCATION Of FASTENER"' Floor i Roof 316dbox(3'/"x 0135');or 4-8dbox(2'/,"x 0.1131 or 24 2"sublloortujoistorgitdcr 2-16dcorntiun(3 '/,,,"x01621 Bind and ficenail RAFTERS HAVING SLOPES GREATER THAN i 38dcomron(2'/,"x01311:or 3/12 WITH NO FINISHED CEILING ATTACHED L/100 I Blocking between ceiling joists orrafters to top plate 3 I(ki txix(3"x Q 128');car Toe Tail 2"planks(plank&beam—floor&roof) 3 16d box(3/,"x 0 135 1:or A t exh bearing f Ice rtNl TO RAFTERS 3 3"x(1 131"rails 2-1 fid common(3'/,"-Q 162') 316dcommon(3'/"x0.162') INTERIOR WALLS AND PARTITIONS H/100 • 4 8d box(2'l,"x Q 1 I31;or410 box(3"x Q 128'),or � 38dcoram(2'/, t ErTdnail FLOORS AND PLASTERED CEILINGS L/3G0 2 Ceilingjoiststotopplatm Perjoist toenail 4-3"x(1131"rails;or 310d box(3"x 0128');or 43"x 14 ga staple-,,'lu,"crtnvn 33"x0,131`rails ALL OTHER 'STRUCTURAL MEMBERS F,-/240 Nail ear:hliyerasfollowc 32"ac. 1 Ceilingjoist net attached to parallel rafter,laps vn aver 4 1Od box(3"x Q 128'):or 20d corTon W x 0 192 1;or at top and boom and st Wcnd EXTERIOR WALLS WITH PLASTER OR STUCCO 3 partitions[see Sections R80'L31,R80232and Table 316dcommon(3/,"x(1162');or Face rail FINISH H/360 R 802 5.1(1 1 4 3"-0131"Trails 100 box(3"x 0.1281:or 24"ac fare nai i at top and bottom i B dIt-up girders and beams.2-inch lumber 3"x Q 131.nails staggered an opposite sides Ceilingjdstattacltedtoparallelrafter(heeljoirt) 27 EXTERIOR WALLS—WIND LOADSIA WITH I 4 lseeSecaorsR80?_ai ardR80232and Table TahleRBMal(9) Face nail layers Arxf BRITTLE FINISHES L/240 R8025.1(91 2-2WcorrarlonW-01921:or (3"x 0128';or Facer ailaerxlsand ateahsplice 4 0d 1brx(3"xQ3IOdbox lL81;or ) WW EXTERIOR WALLS—WIND LOADSIA, WITH 5 Collar tie to rafter;face nail or 1'/4"x 20 ga ridge strap to 31Odcornmon(3"x(I148');or Face rail each rafter 33"x0131"roils FLEXIBLE FINISHES L/120 rafter 43"x Q 131"rails 4-16d box(3'/,'-Q 1351 or 3,1Cxlramnon(3'/,"x 0 162 1:cx NOTEr L�SPAN LENGTH H�SPAN HEIGHT.3164 box rails(3'/,,"x Q 135re 1:or 2 toe nails on oside aril l toe rail 28 Ledger strip supixntlr Igj(aists(z•rafters 410d hox(3"x(1128');or At eachjoist or rafter.face mal i 310(1 axnrncan rails(3"x Q 148');or 1[kibox(3"x 01281;or onopfx-A sirle4each rafteror 4-3"x 0131"rails A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES 6 Rafter orrnot'mastopiate 4 43"x(1 "x01 tnm3 29 Bridgingtojost 2-IOd(3"xQ1281 Eachemcltoenail THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE callsDETERMING DEFLECTION LIMITS HEREIN. 3-16d(3'/,"x a135 1:or SPACING Of FASTENERS MINIMUM ROOF LIVE LOADS 3lDdCorruron(3'/2"x 0,1461;or REM NUMBER NUER AND 4-1Odbox(3"x 0,1281;or Top.hall OF BUILDING ELEMENTS TYPE OF FASTE NEW ` Edges supports°' (nehes)" (inches) (IN POUNDS—FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) Ralf rafters toridge,valleyorhipraftersornofrafter 4-3"x(1131"calls 7 Wood stmctuml panels,sublloor,roof and rntedor wall sheathing to framing and particleboard wall sheathine t^framing to rdnir urn 2"ridge beam 316d box 3'/,"-Q 1351;or [see Table R 607 3(3)for wood structural panel exteriorwall sheathing to wall framing) 2-16d common 01621:or TRIBUTARY LOADED 3lod box(3"x 01128):or End rail �/. /, 6d common(2"x 0.1131 rail(subfloor,wall)' 6 12 , ox "Tails 8dcommon(2'/,,"x 01311 rail(-10 AREA IN SQUARE FEET I 31 'q/32--1" 8d common rail(2'/2"x 0131 1 6 1 L ROOF SLOPE FOR ANY STRUCTURAL Walls MEMBER I i 16dcommon(3'/,"x 0.1621 24"ac face roil 32 1'/a"_ I'/," IOdcotranon(3"x Q1481 rail;or 6 12 ( 8d(2/2"eQ1311dhingO dual RISE 4 INCHES PER FOOT (Ir3) TO LESS 45 1 0 8 Stud to stud(not at braced wall Tels) IOd box 3"x Q 128'):or I6"a c face rail Other wall sheathingr 3"x(1131"rails THAN 12 INCHES PER FOOT (Ill.) ++ '/,"structural cellulosic fiberboard 1'/,"galvardzedroofingnail,'/,,;"head �r 1 Stud to stud aryl abutti sttxls at Intersecting wall comets 16d box(3/2"x Q 1351;or 1"L"ac face nail '3 sheathing diameter,or 1"cmwan staple 16 ga.)'/,"lord; 3 6 9 ng 3"x 0131"nails f" (at braced wall panels) 15/ "structural cellulosic 1'/"galvardzed ra ng mail,'/i�"head cf arTa� rA 16d common 0/2"x 0.162') 16"a c face nail 34 Ill be board sheaths ter.,or I"crown a 16 a.1'/"long 3 6 10 Brill-apiY"ak•r(2 tot treackiwitir'/2'spacerj 16dcormon(3'/2"x0162') 16 aceach edge face raiI I'/,"galvanizedroofingrail;staple g aniTed. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS box(3'/2"x 0,1357 12"ac earhedgefcxe roil 35 / gyps unsheativrlg1'/2"long l'/1"screvia Type or 7 7 (IN POUNDS PER SQUARE FOOT) 5-8d box(2'/,"x a 1131;or1314"galvanized roofing rail;staple galvanized 11 Cortinxousheadertostud 4-8d common(2'/,"x 0.1311;or Toe call 36 /s"lrylasumsheathire I'/,'long 1'/a"scrras Type or 7 7 i 4-10d box(3"x 01281 Wood structuralanels,combination subAoor underta ment m framing P r g USE LIVE LOAD )fid common(3'/,'x Q 162') 16"ac face tail 6d deformed(2"x Q 120')rail;or 12 TcgTplam•tompplate 1(k)txm(3"x(1128 1:(x 37 ''/�"and less 8dConmon,(2'/,"x 0.131')rail 6 12 1 12"ac face rA 3"x Q131"ralls EXTERIOR BALCONIES I 1 � ;/.- )" 8d common(2/,"x Q 131')mai);or 6 12 � 816dcom mon(3'/,"x Q 1621:or " 8d dcfonned(2/,"x a 1201 roil DECKS Doubletop plate splice for SDCsA-D,with seismicbraced 12-16dbox(3'/,"x 01351;or 1Odcommron(3"x0.148")nvl:or 40wall lines <25' 12-10d box(3"x Q 128):or Face rail m each side of endjoint 3r.) 11/8 _1/4 6 12 13 ' ) ("Ttrmz124"I��iceler�reach 8ddeforTned(2/2"xQ1201roi1 ATTICS WITHOUT STORAGE 10 12-3"x 0,131 Trails I I side of endjoim) Uoubletop plate spliceSDCsD„Dr,orD�ardbraccxlwall ,12-16d(3'/ x0.1351 ATTICS WITH STORAGE 20 N line slxs�ing>_25' 1 ROOMS OTHER THAN SLEEPING ROOMS40 ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER— SPACING AND LOCATION SLEEPING ROOMS g0 Ificiccarrmon(3'/,"x01621 i6"acfare nail I Bottom plate to joist dm joist bard joist a STA I RES ,,0 14 blocldngr(not rc t at braced wall panels) 16d box(3'/,"x Q 135):or 12"o.c face rail 3"x 0,131"rails 3lfdbooc(3'/"xQ135');or 3each16"acfa:eraiI GUARD RAILS/ HANDRAILS 200 rn ' 15 Bottom platetojmst rimjolsL bandjoistor 2-1&lcrorrarnn(3'/"x 0.1621;0.r 2eaeh16"ac.race nail PRESUMPTIVE LOAD—BEARING VALUES o 1 o 2 -- - -- - -I- - - - bla-king(athnicedwallparxq) 4-3"x0131"Trails2 4each 16"ac face nail OF FOUNDATION MATERIALS WEIGHTS OF MATERIALS <'DIEAD LOADS, Z 1 Z I 4-8dbox(2'/"x(11131•(x F (AS PER RESIDENTIAL GODS OF NEW YORK STATE SEG. R401.A.1) (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. 8301.2.2.2.1) Ll 31(id box(3/2'x Q 135'1;0.r 4-8dcommon(2'/,"x 01311:or Trod LOAD—BEARING 4-1Odbox(3"x 0,128'):or GLASS OF MATERIAL PRESSURE (POUNDS AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (0.T2kN/m-) FOR 16 Top orbottonrplate tostud 43"x0131"nails PER SQUARE FOOT) ROOFS/CEILING ASSEMBLIES OR 10 PSF (0.40 kN/m-) FOR FLOOR a16dbox(3'/,"xQ1351;or ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY SECTION R"J01.2.2. DEAD 2.16d common(3'/,"-G 162 1:or Erid nail LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWINGe a IOd box(3"x 0128'):or CRYSTALLINE BEDROCK 12,000 PSF 33"x 0.131 Trails Sea Signature 310dbox(3"x(1128'):or POUNDSPER SEDIMENTARY AND FOLIATED ROCK 4,000 PSF WALL TYPES SQUARE FOOT aRC 17 Top plates laps at cantersacrd intersections 2-l6d common(3'/,"x 0.1621;or Farr rail 33"x 0131 Trails (PSF) 00ME a 8dbox(2'/2"x 0 113 1:or SANDY GRAVEL AND/OR GRAVEL (GW t GP) 3,000 PSF 15 PSF � 18 1"bxacetoeachstud and plate 2-8dcommon(2'/,"x01311:or Faceriail EXTERIOR LIGHT—FRAME WOOD WALLS (0.72 kN/m-) ({/ ���A 2-l Od bmc(3"x 01281:or 2siaplesl'/," SAND, SILTY SAND, CLAYEY SAND, SILTY EXTERIOR LIGHT—FRAME GOLD—FORMED 14 PSF O GRAVEL, AND CLAYEY GRAVEL 2 000 PSF 38d Foix(2'/,"x Q 1131;or (SW,SP,SM,SC,GM,SGC) STEEL STEEL WALLS (0.67 kN/m-) # � 2-8d car m on(2'/"x(1131 1:or Face nail 19 1"x 6"sheathing to each bearing 2 2-1 Od box(3"x 0128');or10 PSF CLAY SANDY CLAY SILTY CLAY CLAYEY INTERIOR LIGHT—FRAME WOOD WALLS 2 st es,1"croowq �'I6 1'/'"tong SILT, SILT, SANDY SILT (GL,ML,MH,SGH) 1�500 PSF (0.40 kN/m-) _ � S 38dbox(2'/2"x 0.1131,or INTERIOR LIGHT—FRAME COLD—FORMED 5 PSF �.9 03334 yOQ� 38cIcotTmon(2'/,"x01311;or STEEL WALLS ( 024 box(3"x 0128');or (0.24 kN/m-) OF NE 3staples,I"crimrn,I6ga,13/,"long `s 00 PSF 20 1"x 8"and widersheathing to each bear4g Wider than "x 8" Face nail 8" THICK MASONRY WALLS h 4-8dbox(2'/,"x 0.113');or (3.03 kN/m-) Project 1,LJ. 1931 a 8dcormmn(2'/,"x(11311;or &" THICK MASONRY WALLS 85 PSF a IOd box(3"x 0.128');or (4.07 kN/m-) 4staples.1"crowns 16 ga.13/,"long CVIKEVICH Floor 48dbox(2'/,"x 0,113'):or RESIDENCE 21 Joist to sill top plate or gri der 38d comma,(2'/"x Q 1311:or31 Oct box(3"x Q 128');or Toe roil " 475 RAMBLER ROAD 33"x Q131nails SOUTHOLD,NY &I tom(2'/2"x Q 1131 4"ac toe rail 22 Rimrjoist,barxljoisTorhlnckingtosillortT 8dcaTmon(2'/2"x 0.131');or plate(roof applications also) IOd box(3"x Q 1281 or 6"ac toe nail Architect of Record 3"x 0.131"calls 38d box(21/,"x 0I131•or Jason M. Ormond, 2-8d corraron(2'/,.'-01311;or 23 1"x 6"subOrxrrurl(asstoealij(Ast 31Oil box(3"x(11281;or Facenvl 2staples l"crowns 16 ga.13/,"long Architect 120 Mill Road Westhampton Beach,NY 11978 T:631-288-1404 F:631-288-0549 E:jmoarch@aol.com Date Scale 6/20/19 %411=11-011 Drawing Title NOTES Drawing No.: 100 I I I I I I I i I I I 6"xb" AGO POST I I ! i I I I SIMPSON CPT66Z ROOF CONSTRUCTION ' POST ANCHOR ' ' I 30 YEAR ARCHITECTURAL GRADE ASPHALT I I EXISTING ROOF SHINGLES TO MATCH MAIN HOUSE PATIO 15# BUILDING FELT 00 y2" CDX PLYWOOD SHEATHING 0 x —GROOVE T G GROOVE SIDE DOWN) I 2"x8" R.R. V 16" O.G. i -------T.O.-ROOF SIMPSON CPT66Z 4 POST ANCHORS W/ 12 —__�.�: __�_.__T 12 (2)- Y2"0 x 12" ANCHOR BOLTS 6 (2)- &"0 x 12" o� ANCHOR BOLTS ' 12"0 POURED 12"m POURED CONCRETE _ CONCRETE 'SONOTUBE' PIER T.O. POST '50NOTUBE' PIER MIN. 36" BELOW --- " MIN. 36" BELOW GRADE 18 +1 GRADE O.H. PLANy I EW BRACKETS AT ' I ALL CORNERS LAG m BOLTED TO POSTS 4 HEADERS �� x 61' ACQ I � O POSTS WRAPPED I A' 6 -SECTION V\ / I E N V IN I" x AZEK TRIM (OR STAINED WOOD AS SELECTED BY OWNER) cri Q I � I CONCRETE PIER/FOOTING DETAIL FIN. PATIO I FIN_PATIO Q SCALE: o z I I I I y I I I I I I I B.O. FTC,.— L J L J I NORTH fEL EVAT I ON IQ I VERIFY OFFSET5 FROM CORNER OF ! EX15TING PATIO 20'-0" m -- 1 1�1' 15" Seal / Signature : 1 I , + I ; IARC oc nne x /�}•� r I i-I � I i I j I -� i-T-- � -1 ----1- i �,"_; -•�,/ i ---; M1-� I' .'-1 I � * �� '� LD O l(�1 I 21' x 8" R.R. I514'xgY4° 211L!VL 211X 51, R.R. Ef'IATTiNqIO �' I $1 � I6" G. �, RIDGE' r Ip 11611 O.G. I ) �333A��U I �� I , OF N I , -k<�► Project No. 1 1 EXISTING 9,,; CVIKEVICH _ I I RESIDENCE I I j �y► - < 12"(P I�POu E� D I------- —---- Nx rF ------ '-\-S- A CON 'Qqh i I i II:— — 475 RAMBLER R OAD 'SONOTWBE' P' IER SOUTHOLD,NY BELOW TT T GRADE- TYF-.--OF 4 _. t-__ , (SEE D�TAIIi FOR Architect of Record -- ------ - 14 11 ---�-- --- -- --�--r=---:---_ Jason M. Ormond, Architect box- 6&ACQ — - — — — — — __ POSTS WRAPPED 120 Mill Road IN i" x AZEK TRIM --- Westhampton Beach,NY 11978 (OR STAINED WOOD AS T:631-288-1404 SELECTED BY F:631-288-0549 E:jmoarch@aol.comLAN OWNER) Date Scale SCALE: 1/4"=1'—O" FLOOR P LAN 6/20/19 %411=11-01t SCALE: 114 =1'—O" Drawing Title PAVILION PLANS Drawing No.: O3