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HomeMy WebLinkAbout43040-Z Town of Southold 1/18/2019 P.O.Box 1179 o 53095 Main Rd -V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40182 Date: 1/18/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 250 Sound Beach Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 99.4-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/4/2018 pursuant to which Building Permit No. 43040 dated 9/13/2018 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: roof overhang addition to an existing one family dwelling as applied for. The certificate is issued to Rivera,Richard&Chris of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43040 1/14/2019 PLUMBERS CERTIFICATION DATED r� 4 �AjthSignature FFOt,�tFO TOWN OF SOUTHOLD �gUCOG hao BUILDING DEPARTMENT C* z 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#: 43040 Date: 9/13/2018 Permission is hereby granted to: Rivera, Richard & Chris 250 Sound Beach Dr Mattituck, NY 11952 To: construct addition and alterations to existing single-family dwelling as applied for with flood permit. At premises located at: 250 Sound Beach Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-1-16.1 Pursuant to application dated 9/4/2018 and approved by the Building Inspector. To expire on 3/14/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $291.20 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $441.20 g Inspector 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$15.00 Date. l - y 19 New Construction: el""' Old or Pre-existing Building: (check one Location of Property: C, u o �v,v� cam ilf 7-T /77-1 6 House No. Street / Hamlet Owner or Owners of Property: Suffolk County TaxMapNo 1000, S l/ Section �/ Block j Lot Subdivision Lam' /-1-,�✓// Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: ti��` Underwriters Approval: Planning Board Approval: Request for: Temporary Cerlificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature ®"eiF ov��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road CP- Fax(631)765-9502 P.O.Box 1179 ® �� roper.richert(aD-town.southold.ny.us Southold,NY 11971-0959 C®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rivera Address: 250 Sound Beach Drive city,Mattituck st: New York zip: 11952 Building Permit#: 43040 Section. 99 Block 1 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condense Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 10 Recessed Light Fixtures in Roof Over Rear Deck. f Notes: Inspector Signature: Date: January 14, 2019 0-Cert Electrical Compliance Form.xls i lw qto irg SOUTyo f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 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: OK v �,Jovq DATE INSPECTOR OE SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 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: DATE �� �� INSPECTOR c SOF SOUTy hod o� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: in DATE l INSPECTOR P• i j Am FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) �y ---------------------------------- 4V., FOUNDATION (2ND) � o ROUGH FRAMING& -41 HQ PLUMBING O INSULATION PER N.Y: y STATE ENERGY CODE t FINAL ADDITIONAL CO NTS �-1tpcio tuaFfic, G z - rn O z d H 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 Foran N.Y.S D E.C. Trustees C.O.Application Flood Permit Examined 13 20_lg Single'&Separate Truss Identification Form Storm-Water Assessment Form 3 Contact: Approved 20ff Mail to: Disapproved a/c Phone: Expiration '20 ® ROE OVE Btii In ector V PLICATION FOA'BU4ILDING PERMIT SEP 0 4 2098 Date , 20 �B UIL DING DEFT. INSTRUCTIONS a. This app lTc�tioR Pcompletely 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. Zr (Signature of applicant or name,if a corporation) oZSo So�,�d ��m�� �r• u � (Mailing address of a icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises iaeol ie (As on the t x roll or latest deed) If applicant is a coiporatioA signature'of duly authorized officer (Name and'titl''d of�cdrpoi ate`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: .Z-2-To So�wd Z5eaC-4 T7 veli,., A House Number Street Hamlet ` County Tax Map No. 1000 Section ��Block l Lot ` Subdivision �.},or /'�e'e✓t' Filed Map No. Lot 2. State existing use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy S,�, - �,, ' -e�&A b. Intended use and occupancy Sir 3. Nature of work(check which applicable): New Building Addition Alteration—.,-- Repair lteratione/Repair Removal Demolition Other Work"'—A).e ®.ti /a.I (D cription) 4. Estimated Cost /0'O00 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rea_ r -- - ° Depth Height Number ofSi±o`rtiest.�,' 8. Dimensions of entire new construction: Front /4; l® /Z Rear X9 7 1 2 Depth Height /O ` 3 " Number of Stories _ °��' U a j, > 9. Size of lot: Front Rear Depth 10. Date of Purchase /Q QS Name of Former Owner 11. Zone or use district in which premises are situated A/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES -< O Will excess fill be removed from premises?YES NO �i STT - 14. Names of Owner of premises 6",v U i. Address iso-C1,./d Phone No. 5i 16 ­3T V 9-2 Name of Archite---4 6.r Address Phone No 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. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and sayPpi" lA 9t$MPOplicant (Name of individual signing contract) above named, (Votary Public,State of Now York No.01 BU6165060 Quaffied In Suffolk(S)He is the Commission Expires Ail r®14 2Vau (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 to before me this day of & 20—k— - L byqk Notary Public S' nature of Applicant f . Scott A. Russell ,�a°SU S STO]KIMMA\TJER SUPERVISOR � � I��J[A\lam A\ G,]EI��I[JEN']C' SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - ------ - --- - - --- --- - - - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ C ring, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E F1B. Excavation or f illing 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. ❑[J_�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. ; Eld 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 caner,Design Profes Agent,Contractor,Other) S.C.T.M. 1000 Date: District NAME: o✓ a t/`d� ` �1 cj //_ 0►� IPnnn Section Bock Loi i FOR BUILDING DEPARTI•IENT USE ONLY—` Contact Information:,-6-16 .T /� cleplrone NumAcrr `� ) Reviewed By: JQ — — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — _ Approved for processing Building Permit Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 • 9` $�EFQLK BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 7 � - Town Hall Annex - 54375 Main Road = PO Box 1179 dO Southold, New York 11971-0959 y��� • Telephone (631) 765-1802 - FAX (631) 765-9502 a1 , c roger.richert(a-)town.southold.ny.us 1 APPLICATION FOR ELECTRICAL INSPECTION - - - -- - - - -- Date -" : - � �- .--�+- - ---- -- - - -EQUESTED"BYf,; .- s � �y:e- Company Name: _ Name: LJ License No.: email: i Address: U SEP 2018 Phone No.: JOB SITE INFORMATION: (All Information Required) >;�'::��' ' � Name: G /.�ir �v �r� Address: Cross Street: ,vLe,>` ► Phone No.: -15-116- 3e 51- 2 2 Bldg.Permit#: LIMO /6 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ,eFXisAr oceg ,42, Circle All That Apply: Is job ready for inspection?: ES ! O ou h [n Fina[ ' Do you need a Temp Certificate?: YES 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 9 Request for Inspection Fonn.xls x`20 w t ../ ♦J� -,- tiU tl r r V T. TERRY r I�� �� � '' .`G Inun li,tll. S.111u5 Alar► �1,,H P 0. flox 1 17h ')-OWN CLERK 1° � Srrulhnlrl Nc\, 1'irrl; 1 I Fax (.S 10) 765—IR`-I ILEc;IsMAR OF VITAL.STAT1S1lcS O1 n4ARRIAG- OEEICrR - Tc lc(thcrnc (S 161 )(r(, UCORI)S MANAGEMENT OI-f ICER .. 1 F=REEDOM OF INFORMATION OFFICER J� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of. the Code of the Town of Southold: "Floodplain Development. Permit 4 ltpplication" [ FDP(93) ] , and "'Certificate of Compliance fr5r Devel6ment in .•/ / Special Flood Hazard Area (C/C(93)] . BEG. 0CFT TOW4 OF SOtMIOL0 /�h T. Terr Y Southold Town Clerk August 25, 1993 APPLICATION PAGE I of 4 TOWN OF SOUTHOLD rLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and sign). 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BES OF MY KNOWLEDGE,TRUE AND ACCURATE. -. p (APPLICANT'S SIGNATURE) G< ®r/ DATE i /SECTTON 2: PROPOSED DEVETAP{Y1ENT r, be completed by APPLICA-h'n NAME ADDRESS TELEPHONE APPLICANT ��a•� 's�� �- �� �c�m� ,w-� �s e�/��.�f���a�r /e - BUILDER - ENGINEER �s PROJECT_LOCATION: To avoid delay in processing the appUcadoa, please provide enough information to easily ideatify the project location_ Provide the street address, lot number or Iegal description (attach) and, outside urban area-S, the distance to the nearest intersecting road or well-kiiown landmark A sketch attached to this application sbowing the project location would be hclpful- FDP(93) ' 1 APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTfV[TY STRUCTURE TYPE @ ITC v Structure 49—Rtsideutial (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproo[mg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) j ❑ Roar), Street or Bridge Construction j / ❑ SuhAivision (New or Expansion) / / ❑ Individual Water oe Sewer System f G Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) The proposcd development is located oa F R-M Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and'NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located is a Special Flood Hazard Arca. FIRM zone de--sipation is ioo-Year flood elevation at the site is: Ft. NGVD (MSL)_ ❑ Uaavailablc ❑ The proposed development is localcd to a floodway FBFM Panel No. Dated O Scc Sccuon 4 (or additional iostrucuoos SIGNED DATE i APPLICATION J PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINIST-RATOR) The applicant must submit the documents checked below before the application can be processed. ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifica(jpns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, detaiLs of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also Cl Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). MSL NGVD . For ❑ Floodproofuig protection level (non-residential only) Ft: ( ) [loodproofed stmctures,/ippUcant must attach certification from registered engineer or 11 - architect. ❑ Certification from a'registered engineer that the proposed activit�in a regulatory Iloodway tifi will no( result in an increase in the height of the 100-year flood. A copy of aH data and calculations supporting this finding must also be submitted. ❑ Other- SECTION therSECTION S PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRATOR I have determined that the proposed activity. A_ ❑ Is B. ❑ Is not in conformance with provisions of Local Law i , 19_. The permit issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated f cc. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from lbe Board of Appeals z • APPLICATION ?+ PAGE 4OF4 APPEALS Appealed to Board of AppcalO O Ycs O No Hearing date: Appeals --- �ioved? E3 Yes 9 Ne Coaditioos SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comolianec is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT y: Any work performed prior to submittal of the above information is at the risk;�f the Appli"cant. ,SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as appGcabic based o❑ iwpcctio❑ of the project to ensure compliance with the communiVs local law for flood damage prevention. INSPtMONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENC[ES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL QN11NISTRATORI Certificate of Compliance issued: DATE BY: Attachment B /� BAMKJE CERTIFICATE/(IF COMPLIANCE / for Development in a Special Flood Hazard Area y i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT W A SPECIAL FLOOD HAJAJW ARCA (OlA T.fFT1 M IST RETAIN I S CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TlI F- REQUIREMENTS OF LOCAL LAW # , I9_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C /C ( 93) j SCOHS REF a0 Rb-9B- 0029 ANY ALTERATION OR ADDITION TO TMS SURVEY IS A VIOLA TION OF SECTION 7209 OF THE NEW YORW STATE EDUCA PON LAW EXCEPT A9 PER SECTttW 72D¢SUBOIVl90N 2 AGL CERT6ICA}KkIS HEREON AAE VALID FOR TMS YAP AND COPIES TICREOF GYLY F SAD YAP OR CORES BEAR TIE AFRESSED SSA!OF THE SCRVEYOR WHOSE SSNATLWE APPEARS BCIM k1 (\ ADUTXYMLLY TO COM'LY WITH SAID LAW THE TERM'ALTERED BY' e T BE USED BY ANY AfO ALL SLAVEYORS UTLMM A COPY OF ANOTHER Sl1VEYOR'S MAP TERMS SLYN AS INSPECTED'ANO IB/MGW T-TO-0A TE'ARE NOT N mouamm WTN 7IE LAW NON D •O�/ �SUfTOLS COUNTYD,EPAR7hWOPREALMSERVICES API'ACVAI.OFCOTRTU^TE'1{YbS7:9 POA SEP 0 27Ag9ccr,PAa(nvlusue cn 0O `•" ami IL9.naxw - DjJ j N ` g rl„r aY rLTo M mA ::.:mrrl r-p, (�` ^J � ra•Irzz�.•W.r c:�l'�u'ft'•L[Iq L'Jnl d•"�f M»^•.Y:]c°9fJult7l° ` Ch1• N I,.:oJJ!7For L't1'IM OT i✓'Iw�IUSLS. �t_=� _ � 0ey�\ OIRx°fWMvn^.d Wctewe\YNenegtmcM /po°n\oc9 B SURVEY OF OCA 2 LOTS 61, 60 &o/O LOT 59 MAP/ r- CAPTAIN KIDD ES TA TES / zri`0 vr% FILE NO 1672,FILED JAN 19, 1949 �0 E -A AT MATTITUCK o-y. DLI" TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. 1000-99-01-96 'A Bm\9 O SCALE• 1"=20' 13 JAN 9, 1995 — Dec 28,1995(TOPOGRAPI-/ICAL INFO) P its L -Jan. 10,1997(Revisions) Jf 2 O d D 9, 999 Anal 3 9 7 1 PLngs ) +� %moLOT, O ` 10 o �t fay' 61 QE /• 44D 'J - � � of ��Ta \ el 15 tE LOT 60\Ilg �' r1 it pf baa LI De \+ P/O �9 \ j\ P/O 59 lid ��n j \� 9e�� �\-?� do- OV pB LOT ® 0 55 \ I 9 N \ e\l \\ 0 \ I O t� Me�P - \ '� 00 � d•DcA�j S�,1E Of 4fy,` nTr� O n IC NO 49618 CONTOUR LINES 9 ELEVATIONS ARE REFERENCED TO NG.V.D .` T11 AECONI65- 20�I 5 COASTAL EROSION HAZARD LINE FROM - G O�J' AREA =39,996sq. ft. to tie line P.O BOX 9 COASTAL EROSION HAZARD AREA MAP J ' 1230 TRAVELER STREET PHOTO 59-533-83 SOUTHOLD, N Y. 11971 94-381 f e u 1 Ib�'►301V' ,'ZA %?Av 11? 21HT 4T In41'[laaA RO 1i141T,AR3T 1 `�1�A' ` i :`' . 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Al tll OWSAH VOIZC�A3 3AT�'A61o' imm-ASC�'. 1`'G1 ; ., . :t,. �,,'!.`. 9'AM A3f�A•�'ORA-X'AH 1+40120'93 JA''�AiOD "s. ,�,,' - �' "" > , ,�. ',. ,7,F': XB ,EC�£� OTOIT! `C33A A3,3VA t"f`.O�S1 r x - ! C ,.,:t M, ;,, %�k°;t" t r i .{4 , •� . . Inc ,F� 't -�+'t.ilk e;r .ti,' r F *{ , ; : '�`'; *• 1�Q\\ .Y.Y, AY)"1 V V 1�+ „ , S , , , ri„ ?a �, ,ti,' i A `fir r' , - . r i. wP _ - , �.F�y4tr�.+ V `4 .. " V .ty � uk( . T` .. , k' o. ., ' «.,. .- i m- `.'a a.,�S�.r�,,....„u-:.wrL�....,.e. . .:,n�1a.,...,da...er'a z"h,"!�t'rv''tx.:d.... ..,. ...,r.''�,..,,E..,w,.L•.ta.?a'„i'a,. < ..,". ..................« ,._,....o,. ..,....w,�..,...,d..�.t. .�........_ .... ...... -.....,._ .. ....,..,.PN,. .� r ,.. � .,. ., � ,.., V L o: APP 0 ED AS NOTED ��� a �-' ARCHITECT DATE: B.P.# I FEE: l BY: _ NOTIFY BUILDING DEPARTMENT AT REVISIONS DESCRIP T ION 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 9-1-17 u Li 1. FOUNDATION - TWO REQUIRED ,FOR POURED CONCRETE 2. R00aH - FRAMING & PLUMBING I 3. INSULATION LO 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE EXISTING REQUIREMENTS OF THE CODES OF NEW GREAT ROOM YORK STATE. NOT RESPONSIBLE FOR EXISTING EXISTING CLOSET EXISTING CLOSET DESIGN OR CONSTRUCTION ERRORS. KITCHEN COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 5 1" ACO CURVED BOLTED TO AS REQUIRED AND CONDITIONS OF HOUSE. TECO EACH DOUBLE 2•X6. 18'-7 cnl►Turl 1 TOWN ZRA Sou HOLD TOWITTRUSTEES- I I EXISTING I RETAIN STORM WATER RUNOFF o MASTER BEDROOM I PURSUANT TO CHAPTER 236 X I OF THE TOWN CODE. N I v X OVERHANG EXISTING N I J ROOF ABOVEVE OCCUPANCY OR DINING ROOM \ / USE IS UNLAWFUL WITHOUT CERTIFICATE ui EXISTING DECK a \ / OF OCCUPANCY o TO REMAIN �� \ / 18'-10" / TECO EACH DOUBLE RR TO CURVED HEADER 0 CURVED BUILD UPHEAD (7) �" PLYWOOD SHEATHING o \ / PLYWOOD CURVED HEADER " GLUED AND SCREWED. WRAP \ / W/�" AZEK METAL ROOF PER UP LIF1 OWNER CONNECTION / DOUBLE 2"X6" RR ui W Q-� 2"X10" CURVED HEADER FOR 2X6 T REST ON ' n 2-X6" CURVED U 0 HEADER BOLTED /1 e I TO HOUSE FOR N I I I I I 2'X6" RR TO BE 19-8" 37'-4" 16'-6' 2 O BOLTED TO co Z 7,3'-6" UPLIFT CONNECTION EXISnr.r7 WA TO REMAIN - 0 ui Li rr WRAP OST MATH I A K (� � I I E PROPOSED FLOOR PLAN 2 SCALE: 1/4." = 1'-0" EXISTING DECK DOUBLE DECK JOIST EACH SIDE FRAMING TO REMAIN NEW POST AND THRU BOLT rr uj 6"X6" ACO Posr DIA ANCHOR BOLT O WITH UPLIFT CONNECTION �p O O O \` EXISTING GR 12"0 SONO TUBE ON T.O. TOP of C.U. !A NX36"XBELOWOGRADE O O O O _ 10_11" PLATE HEIGHT ;MUS T BE VIRGIN SOIL) _ O O O O UNDER NEW POSTS ABOVE 000000000 0000 00000 �oO�oO�oO�oO�o O o� T.O. WINDOWS 0 E SECTION OF PROPOSED ROOF p SCALE: 1 4" 1'-0" 1/)ncl 100 100 Charles M . Thomas1 D uc� `1� - I"X2" TRIM a r c h i t e c t OWNER ROOF PER PO BOX 877 JAMESPORT NY 11947 631 727-7993 PTAp � � I I p�o o - pU o - p p p� p l l o o I C _ ^ _ _ _ T.O. FIRST FLOOR r-rR PROJECT EXISTING DECK TO ADIUS PER EXISTING WINDOWS 10" REMAIN ( I a N I - IV00 II II e II II ° lu II II II II ELEVATIONS GRADE EL. 8 -0 E ELEVATION OF PROPOSED ROOF 2 SCALE: 1/4" = 1'-0" DATE: 7/10/18 E PROPOSED REAR ELEVATION PROJECT No. DRAWING BY. 1 SCALE: 1/4" = l'-O" CHK BY. DWG No. 0- 001 - oo 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH TEEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION'S. TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFTABLE R 301.7, . CORNER AND PARTITION POSTS LECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION TOP PLATES RAFTERS W/ GREATER L/180 ROOF TRUSS SLOPES THAN 6 W/NO TOP PLATES FINISHED CEILING ti SECOND STORY TOP PLATE— 16d NAIL AT 24" O.C. MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALLE���IN STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS .C. ACCORDANCE WITH JOIST IS PERMITTED TO PARTITIONS FLOORS AND PLASTERED L/360 10 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH _ WFCM SECTION 3.3.1.1.1 1 3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5/8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/iso STUCCO FINISHE � NSTALLED IN ACCORDANCE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE d NAIL E 6" O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / o � ALL PANEL EDGES) 5/8" MIN. TO EDGE — 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 NOTCH MUST NOT EXCEED / JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED -4WITH FLEXIBLE(a) FINISHES FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL TOP PLATE SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the � OR BLOCKING WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME PIF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAMIE b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL CROSS SECTION OF CUTE of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED CUT INTO STUD — glass or sandwich panels, the total load deflection shall not \ LAP JOIST 3 IN. MIN. z BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall co N OR BLOCKING A/ I • 16d NAIL AT 24" O.C. INSTALLED WFCMTABLET BLE03.1 WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2a TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITIONLi SILL PLATE JOIST • o . SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE \-SUBFLOOR FFRAMIING AT 6" AOTNPANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION • SLAB-ON-GRADE L NDATIONRADE (b) INSIDE CORNER DETAIL FRAMING MEDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGNOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR 2X4 CONTINUOUS BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � NON— BEARING WALLS: R602.6 (1 ) & (2� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o '7— TYPICALWALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z FASTENER SPAN 4 FEET 6 FEET SECTION A—A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING F :—T NNEC 0 TYPE — ENDWALL ONNECTORS Q < 6 FEET < 8 FEET 1/2' SPACINGS A A R QUIRED 12� U ALLOWS E jC1 SIDE 10-8d 0 NO. 8 WOOD SCREW 16" 10" 8" INSTALLATIONF NAILS ANCHOR WITH 2 EMBEDMENT HEADER STUDS WA L STUDS 5d COOLER NAILS AT 10" O.C. � Q LENGHT DOUBLE A A NOTE: 2"x4" BLOCK NAILED TO EACH ~ STUD (MIN ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT HARDW RE ° CONNECTED TO BLOCKING NO. 10 WOOD SCREW 116" 12" 9" HOLDDOWN o o TRANSFER SHEAR TYPIC' L AT EACH END OF HEADER AND z ANCHOR WITH 2" EMBEDMENT (HDU) ° CONNI S ND UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD LENGHT NOTE: SIMILAR REQUI ED CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. O W o ° CONNECTION AT EA H SIDE REQUIRE) WALL STUDS AND AT TOP AND z ° 2-16d COMMON FOUNDATION. w Q BOTTOM OF CRIPPLES 20 GAUGE STRAP 1/4" LWITH AG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL � ° NAILS END D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o U} LENGHT EMBEDMENT ; ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS QWSUBFLOOR � �� 8d NAIL AT 4 O.C. ENDWALL STUDS Uj a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BAND JOIST � w 12" MAX. (WFCM FIGURE 11lFASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. / c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. `` SHEAR WALL REQUIREMENTS o LL FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. o TOP PLATE U wCD d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING J PROVIDE RAFTER TO RIDGE TENSION STRAP ° H NO CEILING VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF. USE 8-8d COMMON NAI S O LESS THAN 1,500 POUNDS. ° H/2 BUT NEED OT �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4� o ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MAX. STRAPPED TO TOP / N WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° 0 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP HOLDDOWN ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW z (HDU) o ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o 0 0 N-1 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 0 0 20 GA. STRAP- STUDL(MIN.) PREFERRED METHOD z 1 " ' WIDE MIN. AT HARDWARE G RAFTER Q w 4HOLD DOWN 8d NAIL AT 12" O.C. ON o U_ W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 16dW RIDGE BEAM �/� (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 24" NAIL AT (n +jFLOOR TO FLOOR PHD5 24.. RIDGE TENSION STRAP DETAIL CONNECTION ° TABLE R301 . 5 NOTES CzN FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA.b. O AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECITRONIE 8020.4.1T FOR CONVENTIONAL CEILING JOISTS TIC SPACES MEETING THE SAND NTS IN T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RWOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }� S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A) DUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD R 0 0 F RAFTER RIDGE DETAIL STUD TO S CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE f- 3 ILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. ac c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 0—4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONJTIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 C� Cn 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT IDE PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. � qC CONSTRUCTION, SSTD 10-99 TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WA d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 L ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED N f. GUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THEGo HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L.. x ®I ACCORDANCE WI1H TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 �{ o HIGH WIND EDITION) �I LOAD REQUIREMENT. ,V g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 8d NAIL AT 6" O.C. CN ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBEIRS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AIND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NCT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGIES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE ' 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � EXTERIOR C0RNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL — DOWN STAIRWAY • OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural lements NAILING SCHEDULE CONNEC G LI LATERAL & H 0 GENERAL NOTES: are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. 4 RESISTING SUPPORTING NOTES 1,2,3, 1. All works shall be performed in accordance with all state, ' NUMBER OF NAILS municipal, local zoning and building codes and ordinances JOINT DESCRIPTION COMMON NAILS NAIL SPACING I - FLOOR 5/a' ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on sheet no. 1having jurisdiction and best standards of construction , LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better practice. •A�y•. ;i 4-8d PER RAFTER g g # The American Institute of Architects Conditions shall apply ; RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 . 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE to all work performed on this project. f, Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Born Debris CEILING JOIST TO TOP PLATE TOE-NAILED 4-Sd PER JOIST LESSER OF THE TABULATED. g ( ( ) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect = " 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. z Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Sanitation-Section R306 will be of good quality, free from faults and defects for a period Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. �- 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, o TRIM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The Romps-Section R311.6 TOP PLATE AT INTERSECTION FACE-NAILED Architect shall not be responsible for the acts or omission by V)4-16d JOINTS - EACH SIDE P the contractor No changes shall be made in the documents w Stairway-Section R311.7 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED / 9 9 P „ Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAI 16d 16O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous Carbon Monoxide Alarms - R315 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 g y Compensation, etc.) and general liability in an mount not cn � 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than $ 5 million and automobile liability and damage Z 4-16d 11 PER 2X8 STUD Insulation-Section R316 coverage not less than $ 2 million. The Architect shall be o Dwelling Unit Separation-Section R317 g N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 named insured on any and all policies. > Protection Against Decay-Section R317 6. Provide 0.025° of a meatal shield, other than aluminium, over fibrous o FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST Accessibility-Section R320 pressure JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 8r Asnle stationsmokedetector alarm device shall be installed Elevators and Platform lifts -Section R323 9 2-8d EACH END Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. BRIDGING TO JOIST TOE-NAILED 9. All bathroom without operable windows to be mechanically ventilated 3-16d as per New York State Code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Foundation-Chapter 4 3-16d EACH JOIST 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel g 9 P 9 at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per squarfoot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. 12. Plumbing Installation to comply with State and Local codes I- O BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: and the sewage disposal system to meet Health Department standards. �J " ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. N " 8" poured concrete foundation wall, 8'-0" high, 3000 # test 14. All work to conform to the rules and regulations of the New York UJ 8d 6 EDGE 6 FIELD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OCEnergy Conversation Construction Code. All glazed area to be double Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG / 16"x8" poured concrete wall footings, 3000# test 15. The insulation protection as indicated on these plans exceeds W 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. Z GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OiUTL00KERS Sd 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and Q GABLE ENDWALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for CEILING SHEATING 0 30'x30"x12 deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used Q CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. r 1 5d COOLERS 7" EDGE / 10" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site 0 GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. 8d 6" EDGE 12" FIELD All footing to be carried down to undisturbed soil J STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / No footing shall be set higher than a 30 degree angle from any other footing O Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient CC strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS G braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND " EDGE 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7 / Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 0 W Draftstopping - Section R502.12 Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: z Z SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LL1 - Floor Construction: NOTES FOR SPACING 0 W 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 2-2x6 ACO sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL FLOOR SHEATHING 4-10d x 1 1/2" Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed in accordance with NOTE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH ENO ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD Overhangs as noted. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Vinyl vented soffits. MTS 36, 16" O.C. Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrap. USE (4)-8d NAILS AT EACH END BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2" Gypsum wall board � USE (4)-8d NAILS AT EACH END Sim son Strong-Tie O 5/8"Type X GWB in garage. (2) layers J' GWB at fire partition RAFTER TO STUD CONNECTION USE: p g 1/2 MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 F_ N At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST : Z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTERQ SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-10d x 1 1/2 U 1 1/4" COIL STRAP Follow exterior comer framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: - rn 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON Underloyment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST Q » SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT 14" For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL ( ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE percent slope), p g 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6 • (EVERY STUD) STUD TOS 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), (SEE ANCHOR SCHEDULE, underlayment PORCH POST TO DECK USE: ••° ATTACH T ON DWGS A-3.1 AND A-3.2) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) �.• AT EACH DECK/PORCH JOIST SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 hold in place. HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment PORCH ROOF RAFTER TO GIRDER USE: °t (14) SDS Y" X 3" WOOD SCREWS o overlapping H2.5A AT EACH ROOF RAFTER 4-10d x 1 1/2" CZ 7" MIN EMBEDMENT successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. U N (SEE FOUNDATION PLANS A-3.1 AND ° For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH , DECK LEDGER A-3.2 FOR LOCATION) • o o °. . ,° ,, Ice Protection (Section R905.1.2) CONNECTIONS- (MINIMUM O DOUBLE STUD) SIMSON STROING - TIE Underlayment in High wind (Section R905.1.1) » Flashing (Section R905.2.8) STU Y2 BEARING PLATE 1 1/4" COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 • o• ' '° °•° J °• Energy Efficiency - Chapter 11 see attached report DOUBLE 2X MIN. o ° ° ,.a•°° .° .aQ, Lia Q. Q ,° USE 4-8D I AILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR �• ^ ° � D . o D . D . o o General Mechanical System - Chapter 13 BEAM °d Heaitng and cooling equipment - Chapter 14 ^• a u^• a 6,&'. a� rs••a c °° Exhaust Sustem - Chapter 15 .� z o� '° D ° •� Da DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie _ ° . ° ° ,1° °°„ ° Combustion Air - Chapter 17 AC4 a 'x c c SSP Chimneys andel Vents - Chapter 18 AT EACH POST a D • o °; SEE PLANV11 Cn 10 EDGE DISTANCE •°° o' °D H EFJER LSTA21 Flood Zone - 301.2.4 I . a FLOOR TO FLOOR D Simpson Strong-Tie _ V CONNECTION KING STUDS CS20 19" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---l' L 00 JAC< STUDS OVERLAP AT EACH L SIMPSON STRONG - TIE STUD SIMPSON STRONG-TIE 2"MINIMUM CNW NUT COUPLER o 1 1/4" COIL STRAP - 16" O.C. USE 4-8D H2A SIDECOVER � m o AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D I MIN EDGE a ®� MIN OVERLAP IS 12 NAILS AT EACH END, TACK 0 SILL DISTANCE*o ..�i 12" MIN OVERLAP PER RT2.5� •••,,. : COMPONENT " `:' :se,..:ae `. �7: � X. IN EDGE SHEET NO. STUD TO ROOF RAFTER sTHDB °: ;�-:::. ' ' •' DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR MIN. OVERLAP IS 12 FRAMED OPENING EXTERIOR WALL AC 0 N N E C TI 0 N S. BT EACH POST FOOTING MINIMUM DISTANCE CHART FOR INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION PO RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS