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HomeMy WebLinkAbout43137-Z �o�Og�FFOt�ipG Town of Southold 3/13/2019 P.O.Box 1179 o - �' 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 40266 Date: 3/13/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 55 Second St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.40-20.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/14/2018 pursuant to which Building Permit No. 43137 dated 10/15/2018 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: FOUNDATION UNDER AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Cartwright Family Trust&ors of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43137 02-25-2019 PLUMBERS CERTIFICATION DATED 0 th ed Signature FU($ TOWN OF SOUTHOLD BUILDING DEPARTMENT y s TOWN CLERIC'S OFFICE oy . SOUTHOLD, NY Cpl � �aOd 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#: 43137 Date: 10/15/2018 Permission is hereby granted to: Cartwright Family Trust 122 Browns Rd Huntington, NY 11743 To: construct a flood compliant foundation as applied for per DEC adn Trustee approval. At premises located at: 55 Second St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-10-20.9 Pursuant to application dated 9/14/2018 and approved by the Building Inspector. To expire on 4/15/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Flood Permit $100.00 Total: $350.00 Building 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 I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.000 O 'K Date. ©/ New Construction: Old or Pre-existing Building: ll II y' (check one) Location of Property: � G�I'�.Y S� H r( li C-e— House No. ,n treet T Hamlet Owner or Owners of Property: Woap4�✓ L�V--T(,Ajr 9 16off� Suffolk County Tax Map No 1000,Section 117 Block 1 Lot Z-104 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: eck ne) Fee Submitted:$ lic ature pF SOUry®� , Town Hall Annex ® Telephone(631)765-1802 54375 Main Road ass Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® ® �® roger.riche rt(W-town.south old.ny.us Cow N' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Claudia Mingin Address: 55 Second St City. New Suffolk St. New York Zip: 11956 Budding Permit# 43137 Section. 117 Block 10 Lot- 20.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 100a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 100a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 100a Switches Twist Lock Exit Fixtures TVSS Other Equipment Re-connect existing 100a overhead service after flood plain altreations were made to dwelling Notes: Inspector Signature: Date: February 25 2019 81-Cert Electrical Compliance Form As �o�aOF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. cnurm,��' 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 RE RKS: DATE INSPECTOR �o�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 _ ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ly6UNDATION 2ND [ ] I ULATION " [ FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY w. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: nlp,19-2p CdVAJW�� &A�" Q Q -fv*m W4 0- *wolvid, v4Aq , 4k 5�tr AAB�Q4nLl �gv DATE INSPECTOR _1RJA, FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -------------------------------------- 'FOUNDATION (2ND) � Z l It VM I S a� dit! ova ROUGH FRAMING& �t PLUMBING Dj uy Wm 4 S INSULATION PER N.Y-. , STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 350. 00 r 5 -��- - 1 L °z d b 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 Southoldt wnny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form J� Contact: Approved ,20 Mail to: f-IL 0412 Lz. Disapproved a/c Phone: �� Expiration ,20 ?_,0 D � V� C ::eci Bui r SEP 1 4 2018 APPLICATION FOR BUILDING PERMIT Date +C/ , 20 MIEn, 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$uilding 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen architect ngineer, general contractor, electrician,-plumber or builder Name of owner of premises W©aP/PZO (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporat6.officer) Builders License No. T> Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: -55 sry-ON 0 �S I- Ng-� S�r��r✓ House Number Street Hamlet County Tax Map No. 1000 Section 7 Block 1 l9 Lot /2. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premisesd intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �' � O r6 L) 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work r FOU LL � (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mi ed occu an y, specify nature and extent of each type of use. r��'/�2 -- -- 7.- Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height = Number of Stories=~; 8. Dimensions of entire new construction: Front Rear a Depth, E Height Number of S ores 9. Size of lot: Front Rear pth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-9 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises CAgEy `Zl01 Address Phone No. Name of Architect ,SC�4 t4.0,4'IZV= Address, Phone No .7/.?7 y�lo2 V Name of Contractor kJ VU Address o Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V/"NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. PERMITS XAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 1/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 properly? * YES NO * IF YES, PROVIDE A COPY.' STATE OF NEW YORK) S: COUNTY OF �U HK ie- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, S He is the CONNIF®.BUNCH ( ) 1' Nota Public,State of Now York (Contractor,Ag&t, Cor orate Officer, etc.) NO. Qualified in Suffolk county Commission Expires April 14,2— of 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. worn to before meth' f^A , �1 day of i! AQ4 /L. 20 1E Notary Public Signature of pplicant irr�i'1''9h • ( \I� Y" ,���1 1 r 6 \1�,+�..1 i��' ° qPI I 1 �1 $ .n ,�••,���` �5 " �.,-.✓+ -� dd n IPA kki 61,1,; � •- ' BOARD OFSUTJTF:il;l(C,DOWN TRUSTEES z SOUTHOLICIi, NEW YORK PERMIT NO. 9185 DATE: APRIL 5. 2018 ISSUED TO: A—,'B;TW 1GHT :FA�IVd L,Y 'CRUST PROPERTY ADDRESS: 55 � r SE(,ONI) NEW S,T,7FFOLK �r SCTM?V 10010-117-;[0:•20,9 A1UT1I011•i I,'ZA.TION Pursuant to tht, provisions of Chapter 27`; of the Town Code of the Town of Southold and iii accordance with the Resonation of the Board of Trustees adopted at the meeting held on April 5, 2018, and in r;l? i ,, consideration of a lication fee in the sum of paid by Cartwrht Famil Trr rlwll pp L--ist and subject to tho ' Terms and Conditions as, slated in the Resolution, the'louthold Town Board of Trustees aut the follohorises and permit;; wing; Wetland Permit to raise the existing 958,9sq,ft, dwelling with attached 190sq,ft,seaward side screened-in t porch to have ri first floor elevation of 11,52' above grado by installing 22 18"x18" concrete reinforced 1 }" piers with micr'olam (MIL) girders, deck joists, floorjoists; new floor under landward entry area; insulate ; f+I,11 and install exterior grade sheathing under floor; recOnrreCt all plumbing for water supply and drainage Ir;� r to existinig septic; construct two (2) new staircases'vvlith 24sq,ft. landings and two 2 support�-,'- ( ) pport concrete piers on each; and as'depicted on the site plan preHarrod b-Y Mark K. Schwartz,AIA, dated March 22, � = 2018, and stamped approved on April 5, 2018. z t, IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, r 11 and these presents to be subscribed by a majority of the,said ]Board as of this, i 2.r`-�°` i, OgU�FI��;,�• YL�-c.�:—�. /��ti:u,..J� i �� fes`, 26 l��` i��•' �S541V�YS4.1 fifSlu4Ratl��553ASSDTA��-•� �•—����- ;,;---.-�. F �1•� Zvi yry' Ems( ,�g�B' t{�tt�'g�.•��r Yt tE 6 ,���1. � � ��r�•/. I l P�ffi?1 =`v" tM1M1t I��I'iltz,(iy(VI � �'r y r �{� � t .� 'r �? w �q- Michael J.Domino,President 0f SOUry� Town Hall Annex John M.Bredemeyer III,Vice-President h0 !® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams a cDUNT`1, Fax(631) 765-6641 y �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1560C Date: March 6. 2019 TMS CERTIFIES that the raising of the existing9958.9sq.ft. dwelling;with'attached 190s4.ft. seaward side screened-in porch to have a first floor elevation of 11.52' above grade by installing 22 18"xl8"concrete reinforced piers with microlam aMQ girders deck ioists floor joists• new floor under landward entry area,• insulate and install exterior grade sheathing under floor;reconnect all plumbing for water supply and drainage to existing septic;construct two(2)new staircases with 24sq.ft. landings and two(2)support concrete piers on each; At 55 Second Street,New Suffolk Suffolk County Tax Map#1000-117-10-20.9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 16,2018 pursuant to which Trustees Wetland Permit#9185 Dated April 5,2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the raising of the existing 958.9sq.ft.dwelling with attached 190sq.ft.seaward side screened-in porch to have a first floor elevation of 11.52' above wade by installing 22 18"x18"concrete reinforced piers with microlam(ML) girders,deck joists, floor joists;new floor under landward entry area-,insulate and install exterior grade sheathing under floor;reconnect all plumbing for water supply and drainage to existing septic,• construct two(2)new staircases with 24sq.ft. landings and two 2 support concrete piers on each. The certificate is issued to Cartwright Family Trust owners of the aforesaid property. o a Authorized Signature DD J\`,` MAR ® 8 2099 JLiJiJl�T i�!u�B:JkxLtis.-::.i Am NEW YORK STATE DEPAIUMENT OF EN VIRONM ENTAa,CONSERVATION ' Facility DEC ID 1•••4738-0159,3 r JL .EIJjZMjrr Under the Environmen11g11 Conservation ]Law ECL — Permittee and Facility Information Permit Issued To; RICHARD CAF;TWRIGPIT Facility: 27 BISCAYNE DR CARTWRIGHT PROPER'T'Y HtINTING`I'ON NY 11743-4402 55 SECOND STREET (5l 6) 427-2202 NEW SUFFOLK, NY 11956 Facility Location; in SOUTHOLD in SUFFOLK. (;OUNTY Facility Principal Reference Point: NYTM-E: '712,582. NYTM=tq: 4540.691 Authorized Activity; Latitude: 4,0059123.0" Longitude: 72028'22.2" Elevate lawfully exising single family dwelling on joiles, blocks, or extended foundation walls in same location and footprint with no additional ,'tVucture3-, ruid with no modification to the existing septic system, All authorized activities shall be done in stric t conformance with the plans Schwartz dated 4/10/2018 and stamped "NYSDC3C Approved" on 4/16/2-018. SA�p 11-13-00 by Mark Permit Av d1orizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-01593/00003 New Permit Effective; Date: !1/l 6/2018 Expiration Date: 4/15/2023 NYSD] A pproval By acceptance of this permit, the permittee agree;,, that the permit is contingent upon strict compliance with t1te ECL,, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: ROGER EVANS, Regional Permit Administrator Address: NYSDEC Region 1 Headduart:,rs SUNY @ Stony BrookJ50 Circle Rd Stony 1-3roo Y 4890 -3409- Authorized Signature: Date 2 o Z01 Page 1•(if 6 NEW YORK STATE DEPARTMENT OF ENVIRON1V2J!;NTAI,CONSERVATION � Facility DEC ID 1.4738-01593 fir► 1Permitt ic,,omlpcanents NATURAL RES5OURCE PERMIT CONDITION�; GENERAL CONDITION,;, APPLY TO ALL AU'1 TIORIZED PERMITS NOTIFICATION OF OTB ER PERMITTEE OBUG'ATIONS NATURAL REJ'SOURCE PERMIT (C",'ONDITI Grp S Apply to the Following�7 _—.- Perm tts: TID.�►_V� `b�VETLANI)�' 1. Conformance 'With Plans All activities authorized by this permit must be Strict with the approved plans submitted by the al)plican�t an applicant's agent as part of the Permit applicae Such approved plans were prepared by Mark Schwzn�tz Approved" on 4/16/2018. dated 4/10/2018 and stamped NYSDEC cation. 2. No Changes to Septic System This permit clot;, not authorize any alteration, expansion or replacement of existing septic; systems. 3. Notice of(Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion ot•the enclosed notification forth certifyin that are fully aware of and understand all terms and conditions of'this permit. Within :30 days of completion Of project, the bottom portion of the form must also ho signed and returned, along withphotographs on the completed.work, of 4. Post Permit Sign The permit sign enclosed With thi:3 permit shall be posted in a cons icuous location on the worksite and adequately protected from the weather, p 5. No Disturbance to Vegetated Tidal Wetlands `['here shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Concrete Leachate During construction, no wet 01. 1xesh concrete or leachate shall be allowed to escape into any wetlands or waters of New 'York Stag;, nor shall washings from ready.-mixod concrete truck,, mixers„ or other device;, be allowed to enter a�n;y' wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 7. No Construction ]Debris hT Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removc:j:l from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is I+�e;xr�iitted in wetlands and/or protected buffer area;; s. Area of Disturbance for Structures Disturbance to the natural vegetation or topography rea than 25 feet seaward of the approved structure is prohibited, ter Y g ter 9. Storage of lEquipinent, Materials The storage o;f'c;onstruction equipment and materials shall be confined within the project work area and/or upland.arezis greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARI'MENT OF ENVIR01N1M.Ii'ATAL CONSERVATION Facility DEC ID 1-4738-01593 'ROW 10, Contain Exposed, Stockpiled Soils All disturbed areas where soil will be terrcporarily exposed or stockpiled for longer than 4.8 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC: approved devices) plat;eel on the seaward side between the fill and the wetland or protected buffer area. Tarps are autborized to supplement these approved methods, 11. No Unauthorized Fill Fill shall be strictly lirni ted to that shown on the NYSDEC approved plans, No fill or backfill is otherwise authorized by this permit without further written approval from the department (permit, modification, amendment). 12. Clean Fill Only All fill shall consisl,of clean stand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debrys), 13, Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of any approved buffer areas or the seaward edge of the limit of clearing and ground disturbance, or as pti;r the NYSDEC-approved plan, prior to commencement of any regulated activitic;s and renal n in place and in good, functional condition until the project is completed and all disturbed areas a,rc, stabilized with vegetation. 14. Install, Maintain Erosion Controls Necess<ir•y erosion control measures, i.e., straw bales, silt. fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier i;3 to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is elstablished, 15, Seeding Disturbed Areas All areas of soil di turbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first, If the pr'ojcct site remains inactive for more than 48 hours or planting is impractical due; to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination, 16, State Not Liable for Damage The State of Now York shall in no case be liable for any damage or injury to the structure or work: herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for otl•cer purposes, and no claim or right to compensation shall accrue .from any such damage, 17. No Interference with Navigation There shall be no unreasonable interference; with navigation by the work herein authorized. 18. State May Order Removal or Alteratiion of Work If future operations by the: State of New York require an alteration in the position of the structure ar work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood floWl3 ar endanger the health, safety or welfare of the;people of the State, or cause loss or destruction of the natural resources of the Sta.to, the owner may be, ordered by the Department to remove or alter the structural ,vork, obstructions, or lhazards caused thereby without expense to the State, and if, upon the expiration or revocation of this perr:rift, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse, No claim shall be made against the ;sate of New York on account of'an,y such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONAft Facility DEC ID 1.4738-0159.3 19. State May Require Site Restoration If upon_the expiration or revocation of this e-rmit the project hereby authorized has not been completed, the applicant shall, without e:;cpe�lsepa the to such extent and in such time and manger as the 1')e;partment of Environmental Conservation lawfully require, remove al l or any portion of the unc;ornpleted strucrestoreture State, and may former condition, No claiin shall be made against: the State of New York on account of an s site to its removal or alteration. y such 20. Precautions Against (''ontamination of Wa>ors All necessary precautions shall be taken preclude contamination o P any wetland or waterwiry by suspended solids, sediments, fuels sol to lubricants, epoxy coatings, )paints, concrete, leachaie, or any other environmental) deleterious associated with the project. Y ious materials iGENERAI ("ONDITIONS m A, .1. l to ALL Atithorized Permits: �.—] L Facility Inspection by The Department The l,,c;rmitted site or facility, including relevant re subject to inspection at reasonable hours and interval', by an authorized representative of the D cords, is of Environmental Conservation (the Department) to determine whether the permittee is Complying with this permit and the ECL. Such representative may order the work suspended pursuant to I?CLYing with and SAPA 401(3), 71- 0301 L person to accompany the I:)epartment's representative during to the permit area when requested by the Department, an inspection The permittee;shall provide A copy of this permit, including all referenced maps, drawings and special condition�I, must be for inspection by the; Department at all timep Copy s at the project site or facility. Failure to produce a copy� f the permit upon request by a Department represeritatj ve is a violation of this permit. of 2. Relationship of this Permit to Other Departmtetl!lt Orders and Determinations Unless ex re provided for by the Department, issuance of this per),rdt does not modify, p s.�ly or determination previously issued by the Department or any of the terms,scondit ons or requirementsrescind contained in such order or determination. 3. Applications For Permit I;,enewals, Mod1ficfr.ti1)ns or Transfers The per-rnittee must submit a separate written application to the Department for perrrcit renewal, modification or transfer of this permit. Such application must include any forms or slrpl)lemental information the Department requires, Any renewal, modification or transfer granted by the l:)epartment must be in writing. Submissi applications for permit renewal, modification or transf-e;r are to be submitted to: on of Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY11790 -3409 4. Submission of Renewal Application The perrmitte:c,;must submit a renewal application at least 3 days before peMit expiration for the following permit authorizations: Tidal Wetlands. 0 Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMIENTA.L CONSERVATION im Facility DEC ID 1..4738-0159;; �r �r 5. Permit Modifications, Suspensions artd Revocations by the Department The;De artmen reserves the right to exercise all available; P t grounds for modification, ;.;uspension or z vocatioc) include:modify, suspend or revoke this permit. The; a, materially false or inaccurate statements in -the permit application or su cortin Pl g papers; b. failure by the permittee to compl>> with any,germs or conditions of the pen-nit; c. exceeding the scope of the project as descril)ed in the permit application; d. newly discovered material information or a; material change in environmental conditions technology or applicable law or regulation;; since the issuance of the existing permit; ' Televant c�. noncompliance with previously issued peiTnit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unlet;;;; specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prioro actual tr t ownership, transfer of NO11'IFICYVIFION OF OTHEIRO F►a RMITTFE OBLIG.A,TI ONS -- r Item A; Permittee Accepts ]Legal Responsibility and Agrees to Indemnification The permittee, excerpting state; or federal agencies, e cpressly agrees to indemnify and hold harmless Department of Environmental Conservation of the; S�tate of New York, its representatives• c. loyethe and agents atsor("DEC") for all claims, suits, actions, and damages, to the extent attributable to the mployee,�, permittee's acts or omissions in connection with the Perrnittee's undertaking of activities in co with, or operation and maintenance of, the facility oz° f'ticilities authorized by the permit whether in compliance or not in compliance with the terms aild conditions of the permit. This indemnification not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent o does intentional acts or omissions, �:�r to any claims, suits, ar arc;tions naming the DEC and arising r Article 78 of the New York Civil Practice Laws and [2:ialc;s or any citizen suit or civil rights ruder under federal or state laws, g provision Item B; Permittee's Contractors to Comply witlix 1,11 rrait The permittee is responsible for informing its indepe�lc:lr;;lAt contractors, employees �a e;nt their responsibility to comply with this permit, incluclirrl; all special conditions while„ a.c ' g s and assigns of permittee's agent with respect to the permitted activities, ��nd such persons shall be s' sanctions as the sanctions for violations of the 1{:nvironmental Conservation Law as those;prescribed for the e the same; permittee, Page 5 of 6 NE'W YORK STATE DEPARTMENT OF ENVIRONPv ENTAL CONSERVATIONAlft Facility DEC [D 114738-015S)14 Item C; Permittee Responsible for Obitafining Chlher Required Permits The permittee is responsible for obtaining <'ny 01,1.101'permits, approvals lands way that may be required to carry out the activitic,;s that are authorized b this,permit. sand rights-of- way 1; mit. Itern D; No Rigibt to Trespass or Interfere with Riparian Rights Thi; permit does not convey to the permittee any l-1�Yht to trespass upon the 1 riparian rights of others in order to perform the perr)',rtt to work nor does h lands or interfere with the any rights, title, or interest in real or personal property held or vested in a person rite the impairment of permit. p 1 not a party to the Page 6 of 6 U S. DEPARTMENT OF HOMELAND SECURITY OMB No 1660-0008 Federal Emergency Management Agency Expiration Date November 30,2018 National Flood Insurance Program( ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)commurnty official, (2)insurance agent/company, and (3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Building Owner's Name Policy Number CARTRIGHT AND WOODWARD RESIDENCE A2 Budding Street Address(including Apt, Unit, Suite, and/or Bldg No.)or P O Route and Company NAIC Number Box No 55 SECOND STREET City State ZIP Code NEW SUFFOLK New York 11956 A3 Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description, etc) 1000-117-10-20 8 A4 Budding Use(e g , Residential, Non-Residential,Addition,Accessory,etc) RESIDENCE A5. Latitude/Longitude Lat 40°59'23" Long.72'28'22" Horizontal Datum ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the budding if the Certificate is being used to obtain flood insurance AT Building Diagram Number 5 A8. For a budding with a crawlspace or enclosure(s) 2 a) Square footage of crawlspace or enclosure(s) sq ft ��'}} b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1 0 foot above adja keg a c) Total net area of flood openings in A8 b sq in jD d Engineered flood openings? F E B - 3 2019 9El ❑ No A9 For a budding with an attached garage Ti+"Jsf c.DE-K", 0E2 Sin a) Square footage of attached garage sq ft TOWN OF SOUTH;;,—'D b) Number of permanent flood openings in the attached garage within 1 0 foot above adjacent grade c) Total net area of flood openings in A9 b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1 NFIP Community Name&Community Number B2 County Name B3. State TOWN OF SOUTHOLD 360813 SUFFOLK New York B4. Map/Panel B5 Suffix B6 FIRM Index B7. FIRM Panel B8 Flood B9 Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO501 H 05-04-1998 09-25-2009 VE/AE 8 0/6 0 1310 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑ FIS Profile RX FIRM ❑ Community Determined ❑ Other/Source B1 1. Indicate elevation datum used for BFE in Item B9 ❑ NGVD 1929 ❑X NAVD 1988 ❑ Other/Source B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes QX No Designation Date. ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Pagel of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit, Suite, and/or Bldg No)or P O Route and Box No Policy Number 55 SECOND STREET City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 Building elevations are based on ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO Complete Items C2 a—h below according to the budding diagram specified in Item A7 In Puerto Rico only,enter meters Benchmark Utilized NYS COR-GPS Vertical Datum* NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source Datum used for budding elevations must be the same as that used for the BFE Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 13.1 ❑x feet ❑ meters b) Top of the next higher floor N/A ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) 12.4 ❑x feet ❑meters d) Attached garage(top of slab) ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 13.1 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 4.0 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 6.0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 4.0 ❑x feet ❑ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information /certify that the information on this Certificate represents my best efforts to Interpret the data available. /understand that any false statement may be punishable by fine orimpnsonment under 18 U.S. Code, Section 1001 Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No ❑Check here if attachments Certifier's Name License Number PAUL BARYLSKI 050782 Title � OWNER ����,BARh6&s Company Name PAUL BARYLSKI LAND SURVEYING r Address 5 MANTA COURT City State ZIP Code SAND � OAKDALE New York 11772 Signatu /1 Date Telephone Ext / 12-29-2018 (631)294-6985 Copy all bages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) FRAME RESIDENCE ON PILES EASTERLY 1/3 OF RESIDENCE IN A AE 6 0 ZONE,WESTERLY 2/3 OF RESIDENCE IN A VE 8.0 ZONE FEMA Form 086-0-33 (7/15) Replaces all previous editions Form Page 2 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit,Suite, and/or Bldg No.)or P.O Route and Box No Policy Number. 55 SECOND STREET City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5 If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available Check the measurement used In Puerto Rico only, enter meters. E1 Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is Fl-feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2 For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2 b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3 Attached garage(top of slab)is ❑feet ❑meters ❑above_or ❑below the HAG E4 Top of platform of machinery and/or equipment servicing the building is _ ❑feet ❑meters ❑above or ❑below the HAG. E5 Zone AO only If no flood depth number is available, is the to of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt, Unit, Suite, and/or Bldg No.)or P O Route and Box No Policy Number 55 SECOND STREET City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10 In Puerto Rico only,enter meters G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a budding located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes c G4 Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7 This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8 Elevation of as-built lowest floor(including basement) of the budding: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the budding site ❑ feet ❑ meters Datum G10 Community's design flood elevation. ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date signed by Paul Paul Barylski 'Datleally 0181013080854rylslu-04'00' Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments, FEMA Form 086-0-33(7/15) Replaces all previous editions Form,Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No Policy Number: 55 SECOND STREET City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View'; and, if required, "Right Side View'and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page Photo One Caption LOOKING EAST Clear Photo One 4 . • Photo Two Photo Two Caption LOOKING NM Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 55 SECOND STREET City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken, "Front View" and "Rear View- and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. r A'EA cy 11NA1 L�•��•?C HA�AC+ .. r, •••it 1 `�� Il�pll + _ 1. 1 L I t Photo Three Photo Three Caption FEMA Clear Photo Three Photo Four Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 1 I 11nn'n fl,rll. 5.1095 Mlol JW1I4 T TERRYI � ,. ( � P o. nox 117 `)'OWN CLERK " l•r.rr Southold Ncw Ywk- 1 I .. Fax (S 1 h) 765-I R�, ILEGISrRAR OF V1TA1.STA-11511CS MARRIAOF 01`r1cI:R - TcicBhonc (5 1(1) 7flt. 1 RECORDS MnNEAGEMEt r OFFIC11 FREEDOM OF INFOfUAA-nON OFFICER 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 , s of. the Code of the Town of Southold: "Floodplain Development. Permit Application" (FDP(93) ) , and "'Certificate of Compliance fir Develcpment in Special Flood Hazard Area (CIC(93)) . 1 1 J � B;_'/G. DEPT TOVv';J OF SOU-MOLD Audi/th T. Terr Y Southold Town Clerk August 25 , 1993 •1 APPLICATION #_ f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This Corm is to be Filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sin—)- 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 ret-issue-d. 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 ATTACHMENT'S TO _ THIS APPLICATION ARE,TO THE BEST OF MY IWONVLEDGE,TRUE AND ACCURATE. • (APPLICANTS SIGNATURE) ` DATE A�Z SECTION 2: PROPOSED DEVELOPF/1ENT (T�be comptctcd by APPLICA,h n NAME ADDRESS TELEPHO !1`E APPLICANT BUILDER iV,CGI/ -1 ENf ' "ej 1 17 -cct OI'llf�l� l°C 1LC�•9,�T2 PROJECT LOCATION: To avoid delay io processing the application, please provide enough informa(ion to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest ia(crsccting road or well-known landmark A skctrh attached (o this app8c-ation showing (hc project location would be helpful. S� Sid CQNS f W 1'G���GUI 0!/Y FDP(93) t t•t• , • t APPLICATJON PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes)- A STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE TYPE ❑ New Structureesidcridal (1-4 Family) ❑ >ALion ❑ Residential (More than 4 Family) LF eratioo ❑ Noo-residential (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commeraal) ❑ Demolition ' P Q Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S fd a0 B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) j ❑ Road,, Street or Bridge Construction ❑ SUL/vision (New or Expansion) / % 1 ❑ I //dual Water or Sewer System J ❑ Otber (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ ,._�- ECTION 3 FLOODPLAIN DETERMINATION fTo be completed by LOCAL ADMINJSTRATO8) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is MOT located in a Spedal Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPL.A_LN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation al the site is: Ft. NGVD (MSL) ❑ Uaavailablc ❑ The proposed development is located in a floodway FBFM Pa.ocl No. Datcd ❑ See Section 4 (or additional instructions SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4 ADQfTIONAf, MFORMATION REQUIRED (To be comnleted by LOCALAQMINISTRATOR) The applicant must submit the documents checked below before the appbcadon caa be processed. O A site plan sbowing (be location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,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 floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑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 are, not otherwise available). O plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL). For ❑ Floodproofuig protection level (non-residential only) (MSL). floodproofed suvctures, rlpplicant must attach certification from registered engineer or architect. / ❑ Certification from a-reggastered ca&eer that the proposed activit�in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRAT012 I have determined that the proposed activity. A_ O Is B. ❑ Is not in conformance with provisions of Local Law if , 19_. The permit is 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 Dcvclopmcnt Permit upon payment of designated fec. If BOX B is chocked, the Local Admuustrawr 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 APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing date: Appeals --- Approved! El Yes 9 NO Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance 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 certificadon 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 Any work performed prior to submittal/Of the above information is at the risk�f ch mc Appl/. - OIL- SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTR&TQRI The LOCAL ADMINISTRATOR will complete this section as applicable based o❑ inspecxioo of the project to ensure compliance with the communitys local law for flood damage prevention_ INSPP-=ONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTIONS CERTIFICATE OF COMPLIANCECFo be completed by LOCAL kQN11NISTRAT R Ccrtfficatc of CompGancc issued: DATE: BY: I 1 r 1 r I Attachment B a ' BAHPLE CERTIFjICATE j�F COMPLIANCE l / it for Development in a Special Flood Hazard Area aRa a + 1 a 1 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL, FLOOD HAZARD ARCA (OWNFIRM11ST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND , s i 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 THE REQUIREMENTS OF LOCAL LAW # , I9_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) Scott A. Russell �'�S k TO]t MWAAT ER SUPERVISORMA\I�A\G NT C t IEMIENT SOMHOLD TOWN HALT.-P.O.Box 2279 3" T� (� � 53095 Main Road-SCIUMOLD,NEW YORK 27971 ' Q1 Town of 1J 0u t]�LD l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET SEP ( TO BE COMPLETED BY THE APPLICANT) 201"$.2 4. _ DOES 1IS PROJECT IWOLVE ANY OF TBE FOLLOWING: Yes No Off= All THAT eMY) A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface- B. urface_B. Excavation or filling involving more than 200 cubic yards of material _ within any parcel or any contiguous area. [q4C. 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. t [] E. Site preparation within the one-hundred-year floodplain as depicted on FIRM"-Map of-any vmterc ume:" kF_ 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 au of the questions aWm SM! Complete the Applicant seetlon below with your Name, Signature, Com h0umation, Date & County Tax Map Number! Chapter 236 does not appy+to your preject. 75K—If you answered YES.to one or more of the above,please submit Two dies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witfi your Building Permit Application. APPUCANr: Wroperry 0%- - "P-fe naL Agerd,Contrwtor,Ot1>ed S.C_T M. $: 1000 Arte NAME: �z— I r®Bi;cj k FOR BUILDING DEPARTMENT USE ONLY '�`"` C«xact Irtforrmtbort Reviewed By: - - - - - - - - - - - - - - - - - - Date: PO ; Property Address/Location of Construction Work: — — — — — — — — — — — — — — —— ❑ Approved for processing Building Permit. >� i1�iFStormwater Management Control Plan Not Required. 01 �i� tj/- —tormwater Management Control Pian u Required tForward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#• 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) ® — QSLwqfr 1 e - ° Stormwater Management Control Plan CHECK LIST NAME: �i�l����`t/� j-Z— section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: The applicant must provide a Complete Explanation and/or Reason for not providing,*,,' all Information that has been Required by the following Checklist! F IMP 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. F— c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EOV /1' p ,(/L e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing& proposed structures, roads, D CILDM DEPT. driveways,sidewalks, drainage improvements& utilities. EROSION &SEDIMENT CONTROtS TOWIN OF SOUTHOLD h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. Shall include not l5e limited . 1. Location of proposed Swimming Pool and discharge ring. A well maintained ons ruc ion Entrance, j. Location of proposed Soil Stockpile Area(s). Wire Backed 1 t Fencin&stabilization k. Location of proposed Construction Entrance/Staging Area(s). Seeding of exposed and/or Inactive soils. 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate P—RAiNAGE 1NSPE=- -0N1t ARE REQUIRED on-site the run-off from all impervious surfaces generated by a two rainfall/storm event. eontsetTE6 EngineeFing at 765 1660 bef w* 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) FOR ENGINEERIN EPART ENT USE ONLYEl**** Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. I Approved By: � — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: j I SMCP has been approved by the Engineering Department. 1 74 FORM # SWCP Check List-TOS MAY 2014 i UDING DEPARTMENT- Electrical Inspector F�� JAN 209 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 1 � TOWN OF 5o elephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.so uthold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �(�F, Date: Company Name: G4s C- e n C C Name: License No.: 31011 ME email: /g/c,fleas a Address: ` eo Sour Phone No.: 6231 JOB SITE INFORMATION: (All Information Required) Name: 6, CA U ID( Address: a 4."g Cross Street: Phone No.: CL Z i —5 YJ- 220 4- Bldg.Permit#: 3 r':� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF, ORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: l / NO Rough In LF;i Do you need a Temp Certificate?: DE / NO Issued On Temp Information: (All information required) Service Size1 P 3 Ph Size: j� A # Meters 1 Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected Undergroun - Over #Underground Laterals 1, 2 H Frame ole or done on Service? Y N V Additional Information: PAYMENT DUE WITH APPLICATION �M V Request for Inspection FormAs Town Hall Annex �+ sa •fir Telephone(631-1802 54375 Main Road _-,a r .Y Fax(631)734-9502 R 0.Box 1179 co Southold, NY 11971-0959 w BUILDING D_-EPARTMENT NOTICE OF UTILIZATION.OF-TRUSS TYPE CDNgRUCTLON PRE-ENGINEERED WOOD CONSTRUCTION ANWOR-Td BER COMTRUCTION Date: ; Owner._ ©d 1�' `-' ' iAL d Location of Property: Az 5 15I�% a �r ---SV N(tel h. Please take notice that the(checik b�i+ b1 'line)_ r a New resideptial uctnreZ .; ':'-_'. f 1Jls�F toL) CO , . -,_ Addition to existing re0idential strucWre 41E ffova�t�� " Rehabititation to an,:bAsting.residential s to be constructed or performed _`rre above wiliilize (check applicable line): �- _ S _ -s Truss type const[�ir taii n_ +--, - - Pre-engineered IiM.Qoxns Timber cons#rucfaon(TCS f in the followirig location(s)'(check applicable line): Hear-&ami 5�ife ,drN[��(F}., Roofi�amiqg(R)` Floor anrodf- 'ing_(FRS Signature: Name (per ::. brnitlin-q t os n�j: Capacity(check applicable line): Owner Owner representative i TrussResRegl5.docx Effective 1112015 NNW_ /O i IOF WAY z II �Tf V d 209.0' a i I SECON D STREET ,z SITE PLAN. SCALE: ill = 20'-0' SITE DATA. SCTM # 1000-117-10-20 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 5976.1 SQ.FT. 0.137 ACRES ESTIMATED AREA OF F-- 0 GROUND DISTURBANCE: 4800 SQ.F t. _ - W tY W Z EXISTING HOUSE: 958.9 SQ.FT.` 16.0% 25 CU.YD. 15 CU.YD. ❑ J Z0 EXISTING PORCH: 190.0 SQ.FT. 3.2% 4 CU.YD. 2 CU,YD. 0 W � TOTAL: 1148.9 SQ.FT. LO 19.2% 29 CU.YD. 17 CU.YD. LO W O Z MEETS&BOUNDS BY: CONTRACTORS'LINE&GRADE SOUTH,LLC SURVEY DATE: JANUARY 12,2017 O MAP#36103CO501H .�� e� O V UD4T,t) FIR1y1 ZONE:VE h DRAWN: MH/MS SCALE: 1/4"=1'-0" EROSION&SEDIMENT CONTROLS JOB#: Shall include but not be limited to: APPROVAL OF STOR ATER MANAGEMENT March 22,2018 DRAINAGE INSPECTIONS ARE REQUIRED A well maintained Construction Entrance P r B SHEET NUMBER: (�fTROL LAN •T w Code � ,� Contact TOS Engineering at 765-1560 before Wire Backed Silt Fencing,stabilization g`Date:—C�; �` � Backfill, OR Provide Engineer's Certification Seeding'of exposed and/or inactive sollSAPProved by: oma• ,,` that the drainage has been installed to Code. N6� S� I r , ............................................ �r Yr i HAY BALE OR SILT FENCING I LIMITS OF Q&1RINGTO BE i NO MORE THAN N. FROM BULK PROPOSED WORK AS , HEAD INDICATED ON SITE PUN I ................. .' NR//O/F �� OBEINS N 505'01'E -�-: ]00.0'' I I►-=--.`r EL 7.0 � 111======••••••��;..;+++,,,��`"`»��'''''"'„��'' 'O •, : • ~; :- :• • �' - • • -• •'- • 4. ,. -• ,' ' I c Q.9 CONRETE WASHOUT .1 m I I = 1 SCREEN' EXISTING 1 STY.HOUSE I SAfdD' EX FFEL62 I N/O/F PORCH pROpoSED EL 1152 BROPHY •29.7• •t I U— 09' FVE 8] - �.1j+;;••• -, LAWN/6RA55. ! E O N IC ;1 o ,.SAidQ '•1•' 'P I f � ADDITIONAL'_H �'i"I'.”• EXCAVATED TE A •,,I SANtfI N��• SOIL TO BE REMOVED FROM 51 ANY TIONAL EXC I - S RIGHT OF W ' CONSTEIICTION ENTRANCE I Ali'''•r I i EL 2,5:• _ EL 7.6 O. % 0 - N/O/F . WETZEL E IO'RIGHT OF WAY I I( 1 F I IN Ac) 1 E 1 1 ' E SE :� SITE PLA SCALE: 1" = 201= REVISIONS --------------------------- � `' ''^ � COMPLY WITH ALL CODES OF 3Ll��� NEW YORK STATE &TOWN CODES HAY BALE R SI T ENCIN DAT' B P # _ ._�---r- REQUIRED AND CONDITIOiUS OF o L F c, �y- `�--- AS LIMITS OF CLEARING TO BE ' )-I - I NO MORE THAN 20'FROM BULK [ IIFY BUILDIIIG DC.PARTI:SENT AT PROPOSED WORK AS � � r ^" • , "-' �'.i•. ............................ .... INDICATED SITE PLAN .............. - . TO 4 Plwc.FOR THE pM�T Yi r 'I�Ii ES HEAD , AM 5 132 B A.:1 Y .,,_ LCAVNG ii,, FECTION ' �{T ! N /O/F �I E ROBEINs ;. FOt ;'i!JAT!ON ' 7i`�O REQUIRED SOUTNOLDTO�YI\TRUSTEES I ` ' ' FC)i-1 POURED CC�.CF;ETE Iy.Y.S.DEC ©° ©� l I N 5°5'0'! E _: 100.0'' FRA"J�iI1G & PLUNKING EL.s.o - - - - EL 7.0 3. INSULATION - . o . �• •I ^�. ;=ll�tAL - CGNCTRUCTION MUST ' EsE COMPLETE FOR C.O. N /O/F LAWN(GRPSS z RTIN iv I 1 .HALL MEET T`t't 00 ALL CC'iSTRUCIION � �w r^'s, r. ,8�a , ��,... Ilk , EOUIRE"I OF THE CODES OF NE�V 1.. . '.J FOR s' ;e 66 r, i f� o 4.2...: I t .. 40.9' - ,.,\• •i o YORK STATE. NOT RESPON D t '-.t_ I<7 ��. '0}d"►+� ..- ,.• 23.3'.wt7:. :."' I CONRETE 1' ' I _ . C _ WASHOUT I m DESIGN 0, CONoTRUCTION ERRORS. 1 1 HOUSE < EXISTING 1 STY. 1 I` h z°' a'1! ;!C•":;� m+P n! U Ln ., SAND 1 1p'.-: SCREEN EX.Ff EL 6.2 1 N/O/F ��tL.y� i t. e hj a ) ori PORCH PaaeosEoeulsz •. •. BROPHY of occp�3 �►1"34ai ✓i � IJ n. „may � 29-7 1 LJ-11 I �w 40 9 1 V E 8 �x 9 '�4 vi � •LAWN/GRA55. � +Z�"�4�e CL d� P E C O N 1 C �C�I I SANQ A �1« Y4� k�' 4 6 } �'-Ti. ST0RI,� 1� ! ER R' OFF 00w .. 1-i o ANY ADDITIONAL EXCAVATED � ,. 0 �, i l SAND Q I l ° ry SOIL 70 6E REMOVED FROM SITE 1 Q `r�g y r w': 1^` 6^.r.(r T I n + W �+ .s I i.N �';� y �4„ `.6 a,4;`*� Flit t�.,l� 114 1 I Q Cf�11PTER 230 <G o BAY �' ., ,_ri _u�- =r---Lz a . rs.�_T�,� . � :=„a OF �tfE �G'�'�'fJCQSE. C� r CONSTRUCTION ENTRANCE a,°c I ;! 5'RIGHT OF WAY . GL EL25 EL 7.6 S,50510 Vtl 100.0' N O F W/ETZEL E 10'R1my E WAY I O I 1 I � < � E 1 a 209.0' W H I rn I SECOND STREET SITE PLAN - SITE A • STM 1000-117-10-20 SCALE. 1 - 20 -o S T DATA: C # � DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 5976.1 SQ.FT. 0.137 ACRES ESTIMATED AREA OF 4800 SQ.FT. - �j W O GROUND DISTURBANCE: w W V Z EXISTING HOUSE: 958.9 SQ.FT. 16.0% 25 CU.YD. 15 CU.YD. Z J O EXISTING PORCH: 190.0 SQ.FT. 3.2% 4 CU.YD. 2 CU.YD. 0 u- U) U) n Lo TOTAL: 1148.9 SQ.FT. 19.2% 29 CU.YD. 17 CU.YD. F--� Z WOW 0 MEETS&BOUNDS BY: CONTRACTORS'LINE&GRADE SOUTH,LLC SURVEY DATE: JANUARY 12,2017 O FIRM MAP#36103C0501 ZONE:VEDRAWN: MH/MS r F (: 1 ;SCALE: 1/4" JOB#• ji Act ICfarch 22,2018 �j. iiZ233� � SHEET NUMBER: I REVISIONS e 0 _ � N H � U 0.1 ci o0 \� Z C5 o tt 0 FF:EL.11.52' —' VE 8 BOTTOM OF GIRDER EL.10 y - EX.GRADE r +/-EL.5.7' Az o0 ° > PROPOSED NORTH ELEVATION aw a SCALE: 1/4" = 1' pQ ~ z w E-� o w W w U Y p� Z J `+ O O (/) U) Lo w FF:EL 6.0' O Z +/-TRADE ��5 ��v IN 's EXISTING NORTH ELEVATION STALE: 1/4" — 1' li * DRAwN: MH/MS . �I SCALE: 1/4"=I-0" 9>` 2339 Q� JOB#: F O ,�O September 13,2018 PN E\JN SHEET NUMBER: REVISIONS :Fl N -- ------------------ --- a M H ko � K FF:EL.11.52' i VE 8 .x s i C m — -------__— -- -_-- — - BOTTOM OF GIRDER _— EL.10 z EX.GRADE I t EX.GRADE +/-EL.4.7' PROPOSED WEST ELEVATION ,: SCALE: 1/4" = 1' A z 00 aW 4a _ � w w H � O w w �y U z G EV INC O L.L. y y n U) U) to n' Lo w :� �� z IBI �� X22339 �Q� C) N EW EX.FF EL.6.3 EX.GRADE EX.FF EL.6.0' EX,FF EL.6.2' OF' EX.GRADE DRAWN: MH/MS +/-EL.4.7' SCALE: 1/4"=1'-0" JOB#: September 13,2018 EXISTING WEST ELEVATION SHEET NUMBER: SCALE: 1/4" = 1' AI,IIII,IIIIi,2 REVISIONS e F-1 0 H N n '.t-. t- t-t'`i Y7`+'-$`:t'-1 rY'-,t r,-'+.-1--ji-t t'! '1 1#• tt - tf ! �' ami ~ a 1T1-+ tt U m 0 rr FF:EL.11.52' VE 8 BOTTOM OF GIRDER EL.10 — EX.GRADE +/-EL.4.7' Q z © o PROPOSED SOUTH ELEVATION W a SCALE: 1/4" = 1' � o w ■ H r� Y � w W w U F- z z0 0 FF:EL.6.3' Q o � EX.GRADE +/-EL.4.7' TT w V Z • O EXISTING SOUTH ELEVATION ,��REDgR _ ES -'Y,' SCALE: 1/4�� - 1� �� �.�'� VIN DRAWN: MH/MS .,?t �� �1 SCALE: 1/4"=1'-0" N - September 13,2018 .A SHEET NUMBER: X22339 OF NE\N� A�3 REVISIONS 1 t f JP 14 12 El tA, Ln 00 cn IV C5 cn FF:EL.11.52' L PE 81 BOTTOM OF GIRDER EL.10 EX.GRADE EL.57 EX.GRADE EL.47 PROPOSED EAST ELEVATION. C SCALE: 1/4" = V CIO C:� z 0 0 LL u- EX.FF wo yy EL.6.3 - — - — - — - — - — - — - — - — - — EX.FF EL 6.2- - — - — - — - — - — - EX.FF EL.6.0' EX.GRADE Lo EX.GRADE r +/-EL.5.7' Lo L.47 L ............................. `SERE D A,,y EXISTING EAST ELEVATION \11N ti�-�, 7 C) DRAWN: MH MS SCALE: 1/4" V t �o -4 j:: SCALE: 1/4"=1'-0" 3 ( JOB#: NA -- September 13,2018 V, 0 2339SHEET NUMBER: OF N E\N 0 A�4 REVISIONS e B 0 6"h RETAINING WOOD WALL N M -------------J-- -J----------------------'-- --'----------------------1- -+---------------------J-- ' N VJ m M % cr� 1 1 (2)DECK JOISTS 1 - ' ,�� . . �- ' . . �„- ,• 1 1 1 , Qy M r~ "1 (3)11 7/8 ML GIRDER , , (3)11-7/8 ML GIRDER 1 1 (3)11-7/8 ML GIRDER , -,-- - —�• �- , c� r a x > u+ q. T i 1 (3)FLOOR JOIST C5 v Z a 1 f I 1 :10 CL Q II 1 1 p pC 11 Q Q 1 CL r m I f V 1 X V 1 1 0 I 1 ' -1 1 1 I 1 1 11 1 Q� I ' 1 1 1 1 1 1 ' 1 OD 1 1 a.Lu ; (3)11-7/8 ML GIRDER ; (3)11-7/8 ML GIRDER (3)11-7/8 ML GIRDER - — - — - — ' 1' . . . . . . � -I �. . � - �- 1 1 El --------'-' ------ jr_---_ 18X18 CONC.PIER, REINFORCED w/ !�, ,___!__!_, N O 3X3X1 CONC.FTG. 1 1 1�1 1 1 O 1 1 ' (SEE SECTION)TYP. CCd ' t 1 _I 'Ip Q --------- --1 ' 1 --r-----J- ' L, (2)3X12GIRI�Et�J � pl NEW 2X6 1 f " 1 1 1 I , 1 16"OC _ F-1 1 i ; (3)11-7/8 ML GIRDER (31 11-7/8 ML GIRDER ., _ S3 1� 17/8 ML GIRDER - ; a I r i Z w � I o n 1 1 _ - 1 1 1 1 1 1 J L• ' - 1 O W 1 °C '._-(2)3X12 GIRDER Q^I 1 ft)1Y , ' `--------' `___"----' •_ ' ' co -----7-- 1 FSI W X II Q 11 ^ ._ ---------------4 1 I Q -' 1 f 1 U , O N , — IY f, v , 11a (x� I 1---------------- :10 ______________- 1 I W " 1 I Q V 1 1 , 1 tY 1 Q ,''y, 1 1 , 1 1 fl ----------------- 1 I m I 1 1 STAIRS___-; LET (3)FLOOR JOIST ' --''------------i 1 1 1 I 1 1 1 1 I -1 (3)11-7/8 ML GIRDER 1 (3)11-7/8 ML GIRDER^� 1 L _�(3)11-7/8 ML GIRDER _ __________ ` (2)DECK101ST5 y I �•^ • I ------ -r------- -r+1-- -y-_'._-�- " _r-_-- -------------------T_ -T- -----_----__------1-- 1 1 , W�_ , BIW M -Ir 1 I ---------------i `-'I -_' '0 '`--''--1_-_4 t 1 1 1 1 •1•' y.•u�a,_���i:_V `-------IEX'SE I `------"-' f �1� 1 1 1 1 1 t 1 1 1 L' 1.' 1— 1 1 1 1 1 1 I 1 1 !: •'!: CLEAN UT ---_-- -- _ _ 1 t. - , , . v ,1 1 t I 1 1 1 1 1 1,• (• ` STAIRS -------- -------- ',LANDING TBD,', Y w W 3: z W S N PROJECT NORTH FOUNDATION PLAN C Y 86 � J E SCALE: 1/4" = V o � w Q z ED qRC` O � IN DRAWN: MH/MS N * SCALE: 1/4"=1'-0" N� JOB#: 9��OF N E � 0 2339 OQ� September 13,2018 SHEET NUMBER: SN s S REVISIONS V00 o°�V 0 tt cy ti N ♦ 1 1 , 1 � QI � I 1 , 1 tti O ♦ N 1 1 1 1 QCN C cy 0 x N �. U � 1 ' BEDROOM , 7'-6"CLG.HT. .s ♦ ; ; ; ; 5X7 BEAM T-6 AFF 1 1 , ------------------ ------------------- ------------------ -------�--------� �----------------- ----------------- , 5X7 BEAM T-6 AFF 1 1 SCREENED 2X8 RIDGE PORCH CATHEDRAL CEILING LIVING ROOM ENTRY 1 , CATHEDRAL CEILING 1 1 I I CATHEDRAL CEILING 5X7 BEAM T-6AFF 2X4 RF;1 4"O i LI I ! ---------------- 1 1 ----------------' �l 1 1-------------- I 1 1 ------------- ----------------- •------- -------� 1 a 1 1 '� 1 a 1 1 1 1 , I , ♦ ni 1 , ♦�� a 1 1 1 1 w 5X7 BEAM , , , , A 7'-6 AFF 1 1 1 . KITCHEN .ti/A ------------- BATH ( '�; 7 a o --------------- O t i i 7'-6"C LG.HT. / N ♦ N 1 1 1 1 \ / ---------- -- O V 1 1 1 1 / \ r000 f\1�//) 1 1 1 1 1 I 1 1 k 1 1 -------------- --------------- --------------- - -------------------------------------- 1 1 I 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 I (vim 1 1 1 1 1 1 1 1 1 1 t [•/1u�/,� ►� Y o eE W w PROJECT NORTH FLOOR PLAN U � SCALE: 1/4" = 1' z o Q 0 u- U) U) "' w Q z C) x- DRAWN: MH/MS SCALE: JOB#: September 13,2018 �2 39 O SHEET NUMBER: 0A..r REVISIONS L� i EX. LOFT 12 12 4 4 EX. SCREENED EX. LIVING ROOM EX. ENTRY 0 PORCH N EXISTING FLOOR FRAMING TO REMAIN U Ln REPLACE/SISTER AS REQUIRED VERIFY 1 11 GIRDER LOACATIONS WITH FLOOR SYSTEM PRIOR TO CONSTRUCTION 3/4"SUBFLOOR OVER EL 11.52 D. 2X6 DF#2 16 OC _ _ _ EXISTING DECKINGO ao TO REMAIN NEW FLOOR – - — _ – EL 10.0 z INSULATE FLOOR'THROUGHOUT. (O REPLACE INSTALL 1/2"AC EXTERIOR GRADE RECONNECT PLUMBING SLAB ON GRADE) SHEATHING UNDER FLOOR.FASTEN AS REQUIRED FOR WITH STAINLESS STEEL SCREWS WATER SUPPLY AND o DRAINAGE TO r EXISTING SEPTIC EL 5.7 EL 4.7 SECTION A-A SCALE: 1/4" = V d O H W Cn 12 a� EX. LOFT SIMPSON CCQM5.50-SDSHDG CMU COLUMN CAP EXISTING 4X6 TO BE STRAPPED TO GIRDER EXISTING FLOOR a 1.1/2"INSULATION BOARD w/ ❑ 1/2"EXTERIOR SHEATHING (3)9-1/2 ML V EX. KITCHEN EX. BEDROOM (PERIMETER) evoc=36"ou - #5 VERTICAL O REBAR 18"X18"CONC. W 1' PWEL 11.52 PIER w GRADE ! F-- Z –_ _ _ – EL 10.0 Y Z OLL U u- 36"X36"X12" W LZ L:) FTG. Q� (n U) HOUSE PIER ANCHORS(VERIFY PRIOR TO ORDERING: Lo W PERIMETER BEAMS:SIMPSON CCQM5.50-SDSHDG O Z CORNERS:SIMPSON ECCLQM5.50G-KT CENTER GIRDER:SIMPSON CCQM5.5-SDSHDG EL 4.5 �'CEREO qRC,\ 0 _ (VARIES 1') \�BEV IN SC,�� It y C7 DRAWN: MH/MS NSCALE: 1/4"=1'-0" 9 * JOB#: �-� September 13,2018 SECTION B-B -7 022339 �pQ' SHEET NUMBER: OF NF-\N SCALE: 1/4" = V Arj ,A REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD 0 BOTTOM PLATE ...£ RIDGE LEDGER BATHTUB VO°o OO HEADER DOUBLE JOIST �—^1 SIDEWALL _J RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION PROOF CATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH= 2x6-2x8 LS26 i8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER .•y ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC N WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP VENTILATION CHANNEL U v co RIM BOARD AS REQUIRED � O o RAFTER Q" m RAFTERS SILL PLATE(S) , AINT VENTILAJNION "{ WOOD JOIST � U FOUNDATION ' M TOP PLATE BLOCKING " _ 2x4 LEDGER BLOCKING °j STAPPING TO BE ATTACHED TO WALL STUDS 048"OC s 2x4 SOFFIT JOIST z AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' RESISTSHALL N T METAL EMESH WITHD WITH MESH ON11IT SCREENED VENT ON ALL OPENINGS i� • OPENINGS OF 1/4 INCH IN DIMENSION. CON11N. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / 4" - 6" RAFTER RT10 70-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS o�� ' 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS ' � 2ND. FLOOR WALL RAFTER \/ W Q WOOD JOIST 7� C) F•-d TOP PLATE GIRDER/HEADER V 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST Ijr AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD H FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION C/] INSTALL 4'0" O.C. z 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGS (CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT75 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS (CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET s CONC. SLAB r s I TYP. CONC. FOUNDATION A 6 MIL. POLY V� DAMPPROOF EXTERIOR . s 6MIL POLY ON EXTERIOR GRANULAR FILL 1' ' 1• � � -� %, � 1 V A .0 STEEL COLUMN I ' Q GONG. SLAB • d I • G '� ° �.e ` ` ��`` �� r,e C A )'D v ANCHOR POURED CONCRETE:BOLT 7N T: RED� COMPACT FILL s° [BLOCK WALL: 15" IX KEYWAY FOOTING e A • C ~ ^ x3 N 'C C/� Elf �'Q �• tA GONG. FTG. p p C e' / USE WITH 3SQUARE WASHERS G _% ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) � p REINFORCING BARW FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING _ i i N N * w W O SILL PLATE FOUNDATION J1 � Z CRAWL SPACE OR F UNDAT N 1 STORY 72" OC O 0 SILL PLATE TO FOUNDATION22339 Q- Y TYPICAL GONG. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE ORFOUNDATION) � _t0 z J WHERE NEEDED FOR STRUCTURAL BRACING. OF N E N(��` ` Z O WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OCLL I _ w r- '--SUBFLOOR U) (n GONG. SLAB DOOR FRAME 't! Lo 6X6 10/10 WWM JOIST LCA COMPACT FILL I DOORGE W 1 I USE 2X8 STEEL BEAM Z 1 ^� FOR BLOCKOUT O •�` 4" SLAB •' ,• P.T. PLATE , �/ W/ 6X6 NAM M SLOPE --pow--- O / ` '� 4"DRIVEWAY . NOTCH JOIST AND ADJUST HEIGHT �. < 1 • (WITH A NAILING PLATE IF NEEDED) 1 ' ' ' .• 1 .gip,• .r '7 1 2". .� �� (' a• s TO BE APROX. 1/2" OR HIGHER THAN STEESHINKGE RADE d -a ��-cr `'�. �.�'.c= a s° e •� • • (PRO IDELSTRAPPING TO EEPBEAM TO ALLOW J OISTS AIGNED) sxs w,w.M. d �' ' _ DRAWN: MH/MS f,a °D REINFORCING BAR ^ d d r d^ / • s e s°oe se sw ee I—II —_ _-_SIOISTLOOR SCALE: 1/4"=I1-011 •a ► REINFORCING BAR e�. 0; ° ' y+— JOB#: a DRAIN TILE �� e v STEEL BEAM September]3,2018 12" 'e e..< PLATE (BOLTED TO BEAM) SHEET NUMBER: TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING NTH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shalt be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAILNAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER,TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 0 0 00 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: �-� meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD ROOMS EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON (OTHER THAN SLEEPING) 40 END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 N q q P h' P P PP QTY. SPACING precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL p p p p g P2-'16d COMMO m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE ''J m 4-16d COMMO G X w INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v Q m Z o"'o or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMONO.C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 8314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH 11315 IRC. � such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-'16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION a Uko 8).Wind toad requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON. PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL2-'16d COMMO BAND JOIST, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST, FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. ll YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting P y TO HEAVY MODERATE P 1 g JOIST TO: 4_gd COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2!-8d COMMON EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST r-Sd COMMON END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ b O.C. SEE NOTES:13 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shat)either be notched and 3 -16d COMMO INTERIOR ZONE 8d COMMON @ 6'O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD � 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C1 8d COMMON @ 4"O.C. SEE NOTES:1,3 E'-+ 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3 -16d COMMO Q attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES Z 101ST ON LEDGER PER TOE Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3. 8d COMMON JOIST NAIL N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q PP g BAND JOIST PER END � the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMON JOIST NAILU 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. E-+ For framing members with<0.42<G<0.49,the nail spacing shall be reduced to b inches o.c. Ln 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL I NAIL Z Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Sha{l be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C) below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WUFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES 5j.A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT, SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. where needed. GYPSUM 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6" WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 above grade. ���------��� openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING r M'1 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall v 5).All flush beams headers to be installed with heavy du galvinized hangers and 8d COMMO g g q �'Y tY g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. (� on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD ` O 7.Provide 2-1-3/4"thick microlams(het ht to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. �j W other access openings unless otherwise noted(typical). , ) FLOOR SHEATHING: „j 1 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEEfROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. '� W JOINT DESCRIPTION Z 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. I' l � where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. V U) Y 8d COMMO J HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Z O under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES" Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O LL " and to form an effective fire barrier between stories,and between a top story and the roof space. V LL requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g W D needed. MENTIONED IN SCHEDULE NOTES ONLY. U) 0 2).HVAC subcontractor is to fully coordinate all system data and requirements with the 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Y aces P 1).Nailing requirements are based on wall sheathing P 11 .Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. levels.Concealed horizontal furred s shall also be fireblocked at intervals not exceeding 10 LO W ^ W CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed F--i Z Contractor and owner for final review and approval. is nailed 3"on-center at the panel sedge to obtain higher using parallel rows of studs or staggered studs. O 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES• members shall be doubled,or alternate connectors, 2}.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, RED,q O over subfloor as per manufacture's instructions. � such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. Rc 1 ei All bathroom walls to have e 5 thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �G BEV IN C ceilings and over furnace to have 5/8"thick tape sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section 11314.8,N.Y.S.Residential Code. Q' `E' v y DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. LL y,� 3).All electrical work to comply With 2014 NEC. to be reduced tol-16d nail per foot. SCALE: 1/4'=1-0, 14).All roof with a itch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: 4}.At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of * )l -1 P !�, ,i N approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11314 flame and products of combustion. JOB#:;j torch down type material over. and 11315 of IRC. 1).Nt�X!FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR N� 1 September 13,2018 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. �� 0 -�, SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 2339 Q' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. D '(0 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: F N ESN DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�9 TESTED BY PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS •-----------------•----------------- I:IVf HIGH WATER MARK (LANDWARD EXTENT OF TIDAL WETLANDS) AS CONFIRMED BY DENNIS COLE 03/30/18 ' HAY BALE OR SILT FENCING LIMITS OF CLEARING TO EIE I NO MORE THAN 2YR FROM BULK PROPOSED WORK AS . r-- S. 1 HEAD INDICATED ON SITE PUN '......................... ................. N /O/F ROBEINS �V°o o°� ' N 5OC101t E• -100.0'' R.5.0 EL 7.0 �[ � N/O/F 11 O ~ 1 MARTIN I i-I ' G-•I '28.0' 4 _ I EL'` -f 1 140.9' ..'-., 1 r I�I 4.2 / \ '1 O o 23.3' 1 1v CONRETE N 1_I ZZ, WASHOUTI •.1 rTl Qi N SCREENEXISTING 1 STY.HOUSE I N/O/F _ SAND ,.'''1-ice PORCH E%.IF EL.62 � 1 N -7 M PROPOSED EL.12.52 BROPHY 29.7- 7.0' 9.7'• G _ H HF- 0 7.0' I Ln L,LJ I Lw 40 9' I VE 8CIO f � � i LAWN/GRASS .• Q c, z W _ v 1 I, 1 uj n PECON 1C I ° I :.N - o SAND r u? ANY ADDITIONAL EXCAVATED 0, � cq ?, U = SOIL TO BE REMOVED FROM SITE 1 Q u„� BAY : u �= - - w I :CONSTRUCTION ENTRANCE I _ 5 RIGHT OF WAY I EL 2 5 S 5°5'0"W EL.7.6 100.0' '� 1 I 1 Vi Z N/O/F WETZEL 10'RIGHT 1 01:WAN � O 1 1 I I I 1 1 I I O / a 209.0' a W E-+ rn I SECOND STREET SITE PLAN ® SCALE: 1" = 20'-0' SITE DATA: SCTM # 1000-117-10-20 x DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: y� PROPERTY: 5976.1 SQ.FT. 0.137 ACRES I/ Y ESTIMATED AREA OF 4800 SQ.FT. I j O GROUND DISTURBANCE: Lu W U Z EXISTING HOUSE: 958.9 SQ.FT. 16.0% 25 CU.YD. 15 CU.YD. 0 J z EXISTING PORCH: 190.0 SQ. FT. 3.2% 4 CU.YD. 2 CU.YD. 0 LLL u) 1) n Ln > TOTAL: 1148.9 SQ.FT. 19.2% 29 CU.YD. 17 CU.YD. F� W O Z MEETS&BOUNDS BY: CONTRACTORS'LINE&GRADE SOUTH,LLC SURVEY DATE: JANUARY 12,2017 O FIRM MAP#36103CO501H r G�r"Z C ZONE:VE `g ��, sc-6, DRAWN: MH/MS .;.h, SCALE: 1/4"=]'-0" 3,tC •;, .g '� sa !; JOB#: } ✓ ` r, a' Y' November 14,2018 D SHEET NUMBER: DD NOV 2 i 0 c. , M_F N TOWN OF SOUTHOLD REVISIONS 0 �00 o` 0 O ❑ 0 N N m � m � in rZ `C u — o FF:EL.12.52' ' VE 8 BOTTOM OF GIRDER EL.it EX.GRADE EL.5.7' Qz � o aH PROPOSED NORTH ELEVATION ° W SCALE: 1/4" _ 1' � z w � O w W w U z de zo 0 L Ll C) LL. U) U) FF_EL.L6.0___ _ F— ) n w z EX.GRADE O +/-EL.5.7' O EXISTING NORTH ELEVATION SCALE: 1/4" = 1' t"v ,��e� D AWN: MH/MS " ". r` SCALE: 1/4"-1'-0" JOB#: ,rg November 14,20]8 SHEET NUMBER: REVISIONS A613 oOO — 0 0 N N a � M C M x Jz U Q,� `z o M 0000 FF:EL.12.52' BOTTOM OF GIRDER v EL.11 0 EX.GRADE -- +/-EL.5.7' EX.GRADE +/-EL.4.7' PROPOSED WEST ELEVATION SCALE: 1/4" = 1' Q z 00 cn o � aW �3 ,a - � w H w H r� Y �..� w W w U z C? z J _��// O Ow LJ � W � O Z "mss 0 Pi CAr 4, EX.GRADE EX.FF EL.6.0' EX.FF EL.6.2' ��l,s w h' a +/ EL.5.7' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .'w EX.GR C' ����" DRAWN: MH/MS +/ EL`�1°:7' SCALE: 1/4"=1'-0 `r. t '�? JOB#: S._ �y" November 14,2018 SHEET NUMBER: EXISTING WEST ELEVATION SCALE: 1/4 = 1 �` A�2 REVISIONS 00 o Lo tV (31 ';j it"I I L 0 IV44i-i-i r 4 >; HP A i3 TT I# f Th-�t I, :,_# -P- C.� 44N T t t t4 H u FF:EL.12.52' FE 8] BOTTOM OF GIRDER EL.11 EX.GRADE EL.4.7' Wz C) C PROPOSED SOUTH ELEVATIONaW SCALE: 1/4"' = 1' F- �D cn C) ............. ........... ............... 3: w z:� C 0 0 LL. FF:EL.6.3' (W-) L.L EX.GRADE U,) EL 4.7' U-) Ft w z 'Pik; EXISTING SOUTH ELEVATION -14 SCALE: 1/4" = 1' 'C' DRAWN: MH/MS I v SCALE: 1/4"=1'-0" JOB November 14,2018 SHEET NUMBER: A�3 REVISIONS 6 00 0 ,C>, 00- 60 eM46 rt Ln -T cn en U ti FF:EL.12.52' - - - -- - - - - rL. FVE 8] BOTTOM OF GIRDER EL.11 EX.GRADE EL.5.7' EX.GRADE EL.4.7' Z 00 f PROPOSED EAST ELEVATION SCALE: 1/4" = 1' 0 3: of w z � � o U) 1, lu �LJiLli z 0 0 LL El Q.- L) LL W Z) EX F U) U) EX.FF ELL.6.3' — - — - — - — - — - — - EX.FF EL.6.2- - — - — - — - — - — - EX.FF EL.6.0' EX.GRADE � Lp EX.GRADE =R EL.5.7' u') LlJ EL.4.7' O z At EXISTING EAST ELEVATION � ��►� � 1 A-1 DRAWN: MH/MS SCALE: 1/4" = V SCALE: 1/4"=1'-0" JOB November 14,2018 SHEET NUMBER: A 11�4 REVISIONS O e 00 o°OO 0 B)-- 6"h RETAINING WOOD WALL c I'-1 `I 7: 1 ---___-____________--_'-_ -_'---------------------_1- -1- --_---------------11 (2)DECK JOISTS 1 , : 1 _ . . . - . _ ' . . . �-, . 1 , I 1 Q.(3)11-7/8 ML GIRDER , , (3)11-7/8 ML GIRDER I 1 (3)11-7/8 ML GIRDER (3)FLOOR JOIST 1 , I , 1 1 / 1 - , I I 1 w 00 -�--�---' `-� ---- `------ ------- --- r-• I 1 Z O ;z 1 1 N 1 I 1'p ;- U 1 IIIY ce1 1 G M 1 ■ I o O II 1 1 11 0 O 1 1 d 1 � 'L I LL LL ■1 W 1 p 1 p 1cs 1 0 1 ce 1 �' 1 ■ xVLU 0 1 1 3 1 �- ' ' U X 1 ' 1 1 1 1 1 1 ■' 1 < ' ' ■ Q ^ 1 ' 1 1 1 1 1 I ' 1 00• ' I -WI (3)11-7/8 ML GIRDER ; �(3)11-7/8 ML GIRDER ; ; (3)11-7/8 ML GIRDER IY 1 1 - - 11 • - - 11' - - - - - - 1 I 1 t ■ 'r-----' , I - 1 1 ' I � � 1 • I 1 18X18 CONC.PIER, ,_�__■____, ;I� REINFORCED w/ ' r_--!__i ■O 3X3X1 CONC.FTG. O I I ;Ice (SEE SECTION)TYP. CC aLL 1 ' 1 --r-----J- 1 N 1 _ I 1 ;■" " I; 1 (2)3X12 GIRIr IBJ ; 1 , II , `----�-�-� 1 1 1 . " , I 16"oc a - -- •------- •--------• r----- `----- a ' I ' ---, 1 _, 1 1 1 1 ' ' ■ , , (3 11-7/8 ML GIRDER , , (3 11-7/8 ML GIRDER , , (3)11-7/8 ML GIRDERce ' 1 1 W 1 1 � ; ; ; , ; ■' ■ (2)3X12 GIRDER ; Q� 1 U, I I O I I--------------- 0 ■ UN ; ce ■, 1 , ' rO 1■�' O 1 1.--------------{ (� I W " 1 C/ O II I 1 , 1 f1' IIO Ic 1 ■ 'I�. v ■' r------ _, 1 1IL F STAIRS , 1 I I t ____________{ 1 ' ■ 1 1 ' 1 1 1fen1 1 1 1 1 1 ' ' (3)FLOOR 101ST ' •- -------------{ 1 ' ----------_- ' - ' -- - ' 1 ------------------ ' 1 ------------------- I-- .1 - - � 1 1 1 I 1 , (3)11-7/8 ML GIRDER I I (3).11-7/8 ML GIRDER I (3)11-7/8 ML GIRDER 1 _ --------------- Ts _________ ___ (2)DECKJOISTS ' ; ; ; � . � . ; i ------------ r . r'1- -+1--= _ -r__t--T- - -T- -T- 1 I 1 ` ce ; BIW 1, 1 I 11 1 1 1 1 , ,,• 1.'.1.' .'.'i ---------------{ _yam_-__ IQ k_-l--L-_� 1 1 / , , 1•' 1' __ --------------� SE I a. 1� 1 1 1 1 , 1 1 1 1 .1.' 1.' CLEAN UT O 1 I N 1 1 •IN ,1 1 1 1 1 1 1 I 11', '1', 1 ^ 1 1nx •6AIJC)ING TBD:M ,1 I 1 1 I I 1 1 1 'I',- -;�-- -- - STAIRS -_---_-_ _-_--_-- LANDINGTBD, Y W z W S N PROJECT NORTH FOUNDATION PLAN U Y � J E SCALE: 1/4" = V 0 U w Q z r�r DRAWN: MH/MS ►su rc !ff k SCALE: 1/4"=I'-O" {J JOB#: �.- $•+ November 14,2018 r ® SHEET NUMBER: -0 NIS A-S REVISIONS O00 00 0 0 N H � �b..- 1 1 1 1 1 t`+j 1~ M Cf \ w O 1 1 I I Q 1 1 1 1 O \ 1 1 1 1 V _LtK i }� U H BEDROOM z \ 7'-6"CLG.HT. z 5X7 BEAM / 1 1 ' 7'-6 AFF 1 1 1 1 1 1 1 1 ------ -------' •------------------ ------------------ ------ -------- ----------------- ------------------ 1 I 1 1 5X7 BEAM T-6 AFF I I 1 1 2X4 RR fa24"QC 1 1 1 1 1 1 1 1 SCREENED 2X8 RIDGE PORCH CATHEDRAL CEILING ; ; LIVING ROOM ENTRY 1 1 CATHEDRAL CEILING I I I I CATHEDRAL CEILING 5X7 BEAM T-6 AFF I I 12X4 RR��24pC— ----------------- 1 1----------------- I 1------- -------- I I z J ----------------- -+ I a 1 1 1 1 1 1 1 1 1 1 1 1 /\ Q/ 5X7BEAM i i i i g,S, ------------- t7c .�� T-6 AFF ; ; ; ; • KITCHEN ''A 1 1 1 , BATH , o o -------------- cy O 1 ; ; 7'-6"CLG.HT. N (P) \ --------------- _____________ 0 a\ 1 1 1 1 V 1 1 1 1 O 00 1 1 1 1 I I 1 1 00 ------------- 1 I 1 1 1 1 I 1 1 1 1 ------------- I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 -------------- 1 1 1 1 1 I 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 !10 1 1 1 1 1 1 �-' w s N PROJECT NORTH FLOOR PLAN U � z U) E SCALE: 1/4" = 1' Z o Qo u- 0 u- w D w co U-) 3: Q "' w O z tl A y�� 1 Yp ww O 0 DRAWN: MH/MS SCALE: 1/4"=]'-0" w•',w P.i JOB#: ' '• November 14,2018 SHEET NUMBER: � 0 � , REVISIONS EX. LOFT x-12 12 `I 0 ✓ � 4 o e O00 DO D EX. SCREENED EX. LIVING ROOM EX. ENTRY 0 PORCH ti N EXISTING FLOOR FRAMING TO REMAIN REPLACE/SISTER AS REQUIRED VERIFY VLnIn GIRDER LOACATIONS WITH FLOOR " ral °�' ``0 3/4 SUBFLOOR OVER a, "'� SYSTEM PRIOR TO CONSTRUCTIONrn 2X6 DF#2 16"OCEL 12.52 w - - - - - o z 00 EXISTING DECKING O opo d TO REMAIN NEW FLOOR — -— -— EL 11.0 m INSULATE FLOOR THROUGHOUT. u (O REPLACE INSTALL 1/2"AC EXTERIOR GRADE RECONNECT PLUMBING SLAB ON GRADE) U SHEATHING UNDER FLOOR,FASTEN AS REQUIRED FOR WITH STAINLESS STEEL SCREWS WATER SUPPLY AND c DRAINAGE TO EXISTING SEPTIC EL 5.7 EL 4.7 11111-11117: 1-111 IT I I I 1--i i i i i-i FT T] 11-1 1 1 1 1:=F17 I I I I-i SECTION A-A SCALE: 1/4" = 1' 0 H w 12 8� EX. LOFT SIMPSON CCQM5.50-SDSHDG CMU COLUMN CAP EXISTING 4X6 TO BE STRAPPED TO GIRDER EXISTING FLOOR a a 1-1/2"INSULATION BOARD w/ a a 1/2"EXTERIOR SHEATHING (3)9 i/2 ML v EX. KITCHEN EX. BEDROOM (PERIMETER) Y - cy— #5 VERTICAL O REBAR 18"X18"CONC. } W PIER w W EL 12.52 GRAD I— Z – _ — _ – EL 11.0 Y ZJ Q O ILL O LL 36"X36"X12" n/ W D CONC.FTG. !l--++ii (n U) HOUSE PIER ANCHORS(VERIFY PRIOR TO ORDERING: n LO W PERIMETER BEAMS:SIMPSON CCQM5.50-SDSHDG F� Z CORNERS:SIMPSON ECCLQM5.50G-KT O CENTER GIRDER:SIMPSON CCQM5.5-SDSHDG EL 4.5 O (VARIES 1') DRAWN: MH/MS SCALE: 1/4"=1'-0" 47 aJOB#: cc November 14,2018 SHEET NUMBER: SECTION B-B 1 SCALE: 1/4" = 1' �. ten, f`a 7 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS END RAFTER WALL STUD CRIPPLE STUD JLEND BOTTOM PLATE RIDGE BATHTUB DO°o o°OO HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON ffALL ATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH PENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. PENINGS RT3 OR RT-71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC 7� cl WALL STUD THROUGH-ROOF EXHAUST b VENTS SELECTED AND C., r-I LOCATED BY CONTRACTOR ,, K W METAL STRAP .Z"' U o Z CQ VENTILATION CHANNEL U �+ d O °p RIM BOARD RAFTER AS REQUIRED \� U Q ( ) , RAFTERS MAINTAIN w SILL PLATES VENTILATION (j WOOD JOIST FOUNDATION ,, ' , b TOP PLATE BLOCKING �.. • _ 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST .r AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ON ALL OPENINGS i� OPENINGS OF Ua INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / .i 4" - 6" RAFTER RT10 1D-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� e 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL / i i 1.4 RAFTER I--•I \/ WW I Q WOOD JOIST Q I--I TOP PLATE GIRDER/HEADER rU D JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOF-� AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION C) ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD 1 SILL GASKET TYP. CONC. FOUNDATIONCONC. SLAB A / r �• I DAMPPROOF EXTERIOR 6 MIL. POLY . V., i 6MIL POLY ON EXTERIOR GRANULAR FILL V • V STEEL COLUMN %1 t n •O • , d • 4 e, ° •• �� v ` CONC. SLAB I 'A °.° ° s v ANCHOR BOLT EMBEDMENT: n }'A 'POURED CONCRETE: 7" •• e V LL:. COMPACT FILL s° BLOCK WA15" •• Y KEYWAY FOOTING ° V d ° , A. c• CONC. FTG. 'A .d 0'A a •• I :O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE 583) S • Q � � (USP LBPS58 OR BP583 • REINFORCING BAR W FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING i i wiy- w SILL PLATE TO FOUNDATION 1 STORY 72" OC Z CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC 0 J WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"02" CONC. FTG. CRAWL SPACE OR FOUNDATION Z WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC /.� Q Q SLAB-ON-GRADE FI�1 a/ w ::) '—SUBFLOOR U) (n CONC. SLAB DOOR FRAME '41t� Lo 6X6 10/10 WWM GARAGEJOIST L0 COMPACT FILL DOOR �— / W USE 2X8 STEEL BEAM hal Z FOR SLOCKOUT O ~` 4" SLAB P.T. PLATE W/ 6X6 WMM \ SLOPE / • ° 4"DRIVEWAY —S� NOTCH JOIST AND ADJUST HEIGHT • < 1 '� ° • (WITH A NAILING PLATE IF NEEDED) '7 s'O•' d• 1 2",••` a♦ :• ••• . • TO BE APROX. 1/2" OR HIGHER THANBEAM ,� � RAD • a t^ -^ °O • ; • (PRO DEL STRAPPINOG TO KEEALL W P JOISTS AL GN y ��'')" l• .�p `� 6X6 W.W.M. •�— ; --,•,— d e. O •D — � � ,�� 1 DRAWN: MH/MS 12" a iD '° D d d d • GO eO ♦ s OR "1 _l-0 n �.�( e ° '• .'D .'D Y „}y SCALE: I/4' MIN. — ° • I I—I I •' d REINFORCING BAR .0- a REINFORCING BAR • • ° O••°•e s° , DRAIN TILE JOB#: �• • d i}• O °O ° _ EA x 12" ' '' 1�, L;,, November 14,2018 •° �• .1 ,w s (BOL ED TOB SHEET NUMBER: ! TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • • a9 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT ✓F2�. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 60 OO OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 0 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL N construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING M precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2_16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION4. ` �l 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE m 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE u z U1 or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON +-. STUD O.C. NAIL Sym.: O oo n attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v a x a 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. gypsum P 16d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC z 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR 101ST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floorDEC"s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECDESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 8 SEVERE 3 FT. MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). P P g W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 H 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON C) attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES Z JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1 .Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP ) g P BAND JOIST 3-16d COMMON PER END � the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, F- 8.Drainage as er section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each ost with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U P 1 P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7 Ion anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High WindNAIL NAIL z 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d A's PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) where needed. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE ( ) WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING r F� 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall v 5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC g q F--1 anchors where applicable to all connecting joists. be used. PLUMBING NOTES 7/16"056 "O.C.EDGE 6d COMMON 3 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. W >_ other access openings unless otherwise noted(typical). FLOOR SHEATHING: W 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � W provide adequate bracing and plates to protect and secure the structure.Verify JOINT DESCRIPTION QT SPACING 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy with the 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � ) �.... Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. v U) 1"OR LESS 8d COMMO 12"O.C.FIELD J 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED z under all bearing walls. 1Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) W requirements.Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: � and to form an effective fire barrier between stories,and between a top story and the roof space. U_Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g W D needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. U) U) equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor U-) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 n LO W CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. O 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. ,F t r Al e a 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �p !�G�IN SC i � ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. U� �drsr• DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. , to be reduced sol-16d nail per foot. /t! '�': �� 3).All electrical work to comply with 2014 NEC. 'a SCALE: 1/4"=I'-0" 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of i + . approved All roof with a pitch less than 4:12 shall be installed with an Ice a Water barrier or SOIL COMPACTION: flame and products of combustion. A " _ ��:'3 JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 P �' �+f,� � a� s 4. t�irw r torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR a � November 14,2018 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code.: ' ,�*,.._ V TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL !! �a �mr SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. w' A A be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE .� SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.