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HomeMy WebLinkAbout42080-Z rs�= WFQt,fCp��. Town of Southold 7/23/2018 P.O.Box 1179 0 I" 53095 Main Rd Pte ' p`r . Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39790 Date: 7/23/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 60 Laurel Ct, Laurel SCTM#: 473889 Sec/Block/Lot: 125.-4-24.14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/16/2017 pursuant to which Building Permit No. 42080 dated 10/24/2017 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: ALTERATIONS TO CONVERT SECOND FLOOR TO LIVING SPACE IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Dinerstein,Charles&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42080 07-18-2018 %OLPLUMBERS CERTIFICATION DATED uth d Signature v,Agkrco TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co °oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42080 Date: 10/24/2017 Permission is hereby granted to: Dinerstein, Charles & Catherine 60 Laurel Ct Laurel, NY 11948 To: construct interior alterations (alter second floor to living space) to existing single-family dwelling as applied for. At premises located at: 60 Laurel Ct, Laurel SCTM # 473889 Sec/Block/Lot# 125.-4-24.14 Pursuant to application dated 10/16/2017 and approved by the Building Inspector. To expire on 4/25/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $555.20 CO -ALTERATION TO DWELLING $50.00 Total: $605.20 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 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Odcupancy-Residential$15.00,Commercial$15.00 Date. It/It,t ll New Construction: Old or Pre-existing Building: tj (check one) -K Location ofProperty: i'�' �.l ��2�- C+ �..4W i IL-4 House No. Street Hamlet X Owner or Owners of Property: Com' k"I&s C>�T+4- m �w 711-16 X Suffolk County Tax Map No 1000,Section 413 a X') Block J297-1-7-11-1`1 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary rtifrcate Final Certificate: (check one) Fee Submitted:$ Applicant Signa ure pF Sr® Town Hall Annex Telephone(631)765-1802 54375 Main Road CP- P.O. Fax(631)765-9502 Box 1179 ® �� roger.rich ertA—town.Southold.ny.us Southold,NY 11971-0959 c®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dinerstein Address: 60 Laurel Court city,Laurel st: New York zip: 11948 Building Permit#: 42080 Section: 125 Block. 4 Lot: 24.14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 3 Twist Lock Exit Fixtures 9 TVSS Other Equipment: 1- Combination Smoke/CO Detector. Notes: Inspector Signature: Date: July 18, 2018 0-Cert Electrical Compliance Form.xls yD�c� S ` �aOF 0(/lyO N O i TOWN OF'-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ►' '0 DATE 1 INSPECTOR pF SOUlyo� coum N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS i DATE INSPECTOR OF SO(/jyolo J ; l� �O LA• � �Ol�UNl'1,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) REMARKS: DATE C INSPECTOR pP SOUlyO # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR pP SOUTH°lo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION �� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ROCKET INSULATION &COATINGS INC. 65B AIR PARK DRIVE 's RONKONKOMA, NY 11779 ' P: 6317509075 F: 6317509076 www RocketSprayFoam.com rocketinsulation@gmailcom 1 , INsUL i &DOATMS 201 nsuKation CertificateTO"'O'N' OLD This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by:_Lapolla Industries Area Insulated Thickness/Aged R-Value** ROOM OVER GARAGE: ROOF RAFTERS 7" NOMINAL CLOSED CELL FOAM R49 2X4 KNEE WALL 3" NOMINAL CLOSED CELL FOAM R21 2X4 EXTERIOR WALLS 3" NOMINAL CLOSED CELL FOAM R21 ULTRA SHIELD INSTALL ULTRA SHIELD BACKING TO SPRAY FOAM TO WHERE THERE IS NO PLYWOOD FIRECAULK ALL PENETRATIONS AS PER CODE DOORS&WINDOWS LOW RISE FOAM **Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address: 60 Laurel Ct, Laurel, NY 11948 Date of Installation: 11/29/2017 Building Contractor: Chuck Dinerstein Installed By: Rocket Insulation and Coatings Inc -Post Near Electric Panel- FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y ------------------------------------ - C FOUNDATION (2ND) -t-W O ROUGH FRAMING& PLUMBING C� y r INSULATION PER N.Y-. STATE ENERGY CODE ve Zo- FINAL ADDITIONAL COMMENTS s 2b 50 (1R Y Z v � � o z 1 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 Qp) Survey SoutholdTown.NorthFork.net PERMIT NO. jx1 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 1-7 Single&Separate Storm-Water Assessment Form j Contact: Approved ( 6124 ,20 [ Mail to: Disapproved ac Phone: Expiration ,20 1q [ C� MOVED uil ing spector 0 CT 16 2017 APPLICATION FOR BUILDING PERMIT Date It,/16 , 20 'BUMDING �DEE e INSTRUCTIONS _ `�! T; Aa?on M®S 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 shal I 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. APPLICATIONIS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and;r&gulations,,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 4) ' f l f Y5 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder, Name of owner of premises UVl UA tQ!5 �P l--C� Y� )rvo j {1�l'S��I /1 (As on the tax roll or latest deed) If applicant is a corporatiori;!signaturec,of duly authorized officer (Name and title:,of-corporate.offcer) Builders License No.- Plumbers o.Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on-,which proposed work will be done: '1 House Number Street Hamlet County Tax Map No. 1000 Section 3 g�j Block /2 f Y-2 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (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 mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ekisting-siructures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front a-zr"y0�,J7Re5jr," , ,j ,p ; ------------ Depth Height Number of Stories 8. , Dimensions of entire new construction: Front Rear l`•- ' Depth Height Number of Stories 9. Size of lot: Front Rear Depth 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 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address /bkT 0-4 Phone No 611 --765-27 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO. / * IF YES, D.E.C. PERMITS MAY,BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,'must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01 BU6185NO (Contractor,Agent,Corporate Officer,etc.) Qualified n swolk County Commission Expires April 14,2 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;jand that the work will be performed in the manner set forth in the application filed therewith. worn to before me this p , day of 20n Notary Public Signature of Applicant o�4SUFF0(,��©G Town Hall Annex Telephone(631)765-1802 54375 Main Road o .t Fax(631)765-9502 P_ O. Box 1179 ---Southold'Nrl,1'971--0959--- -- O �'�► - ®" -- '� viol - - BUILDING-DEPARTMENT - - - NOTICEDF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION.-AND/OR TIMBER CONSTRUCTION Datq: Owner: C hA2k-C amu/ Location of Properly: G54 1,4069,1 Please take notice that the'(check applicable-line): New commercial or residential-structure Addition to existing commercial or residential structure Rehabilitation to-an existing commercial or residential structure to be constructed'or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) '-gter, Timber construction (TC) in the following location(s) (check ar,plicable line): Floor framing, including girders and b, s (F) Roof framing (R) t Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity (check applicable line): l/ Owner Owner representative TrussReg15 docx Effective 1/1/2015 F LH IE: , 17'T 1 E '.NES UNEERING 18 October 2017 Dinerstein Application Building Department Town of Southold Main Road Southold,NY 11971 CORRECTION Page A-2 -The insulation for the attic will be installed to comply with the prescriptive requirements of the Energy Code: Wood framed walls: = R-20 Ceilings: =R-49 NE �®FE831� BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETT I.COM FISCHETTIENS INEE RING.CDM 63 1 -76S-29354 1 72 5 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1 0 ` Scott A. Russell 5UFRZ�� � SUPERVISOR 8 1\M1-A�1\,'A G 1E1\\4)E J Jt SOUTHOLDTOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUT1301D,NEW YORK 119M Town of South o l d CY�PTER 236 - STORMWAT.'ER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) G- --------- Yes No ICHECX ALL MMT ADPL- - E IN A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E B. Excavation or filling involving more than 200 cubic yards of material �avithiri any parcel or any contiguous area. E M C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance_ E ] D- Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area- El® E. Site preparation within the one-hundred-year floodplain as depicted Oil FIRM Map of any watercourse.. E19 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. F�and answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ure, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan completed Cbeck ListForm to the Building Departm�n1Lwi1h-your Bui]tiing Permit Application. APPLICANT_ (property Owner,Design Professional,Agent,Contractoq.Otherl S.C.T1vl. '�: 1000 Date District NAME ��! 114'`�'- `.y \ Ua IZ�//U r t Section Block Lot FOR BUILDING DE.PAt?"1'V}r\"T 1_ L Contact Informanorr Reviewed By_ Date Property Address / Location of Construction work- — — — — — — — — a — — — — — — — — Approved for proces„ng Budding Permit Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — Stcrm.cater (FoJ'nanagenf :yard io�ag,nee for Re- P „) FORM - SMCP - TOS MAY 201-1 ,�ti APPL,IrANT• I 'ProPMV Owner, Design Protcssional,Agent,Conrrsctor,Other) S.C,T.M. 100 CPlAPtER 236 NAIVIE Stormwater Management control Plan CHECK LIST Secllon Block Lot ' �•,...�„ S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Date; o * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! I A file Plan drawn to scale Not Less that 60' to the Inch MUST If You answered No or NA to any It m, Please Provide,Justification Here! show all of tl)e following iters; YES NO NA If you need additional room for expl nations, Please'Provide additional Paper. a I.,ocatlon & Description of-Property Boundaries h 'Total Site Acreage• C. Existing - Natural & Man Made Features within 500 _ of the Site Boundary as required by §236-17(C)(2), d._Tesl Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. F Existing & Proposed Contoul's 01 the Site (Minimum 2'intervals) g. Location of all existing & proposed structures, roads, ' driveways, sidewalks, drainage improvements & utilities, I) Spot Grades & Finish FIooI Elevations for all existing & pi oposed structures, I Loc lion of proposed Swimming Pool and discharge ring. J. Location of proposed Sol] Stockpile Area(s), k. Local ion of pi oposed Construct lon Entrance/Staging Area(s), I Location of proposed concrete washout area(s), El 17) Location of all proposed erosion&sediment control measures, ' Sio"mwater Management Control Plan must include Calculations showing ihai the tilos mwater impiovements are sized to capture,store, and Infiltrate on-.iie the run-off from all Impervious surfaces generated by a two(21 inch rainfall /storm event. d Dei,Iils& Sectional Di awings for slormwater practices are required for approval, hems requii Ing details shall include but not be limited to: j a. Ei o�) on & Sediment Controls, b Construction Entrance & Site Access, i c Inlet Drainage Structures (e•g,catch basins, trench drains,etc.) d,Leach ing Structul'eS (e..R. infiltration basins,swaies,etc.) t?It I..N(;I'�'I�:1:;131Nf;; I.)f:PAl':,'I'°Cvil:?N"I' USE ONLY Y�'+Yry,.. .. . ._ ... _. :i:-...__.._....':::::::.::•:::::::.:�:w.�::;.::-:-:: �..-�,�.�:;:--:-:. . .. . . • , ... • Reviewed & 1 kdditlonal Information is Required. A� i oved BY: I a Stormwater Management Control Plan is Not Complete, I Stormwater Manageme t Control Plan is Complete. SMCP has been approv d by the Engineering Department, FORM " SWCP CI,Prk I ,.t - -rnc nnev oniA I 'pfr Sdf/jy� ' Town Halt Annex 54375 Main Road - a' Telephone(631)7965-11802 P.O.Box 1179roaerrichertto`uvi�sout�hoQd ny us ! Southold,NY 11971-0959 Ute, I; WffLDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: GO Name: G U P,2 fZ t License No.: S 7� _ yw C Addres ,s: O Phone No.: JOBSITE INFORMATION: (*Indicates required information) i *Name: �p *Address: _moo '`Cross Street: *Phone No.: aO . Permit No.: Tax-Map District: , 3000 Section: — Block: Lj Lot: �, U. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ! ao u /-zP C"'F, I (Please Circle All That Apply) *ls job ready for inspection: <§P/ NO Cf�o_ =hl Final *Do.you need a Temp Certificate: its l�� I Temp Information(If.needed) *Service Size: 1 Phase 3Phase 100 : 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Chane g of Service Overhead E Additional Information: PAYMENT DUE WITH APPLICATION lei .82-Request for rnspecUon Form / �,��� J0 z APPROVED AS NOTED V� I--I DATE: I a B.P. FEE:..i- BY: O NOTIFY BUi!_ 0F.' ­ iNT A O 765-1802 8 AM TO r'M FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE #—"� Z 2. ROUGH • �) ,\;,j' I PLUMBING Z V 3. INSULAT' ~ a 4. FINAL f MUST A w BE COM: ; C.!,; ALL CONST "`c SHALL MEET 1H a/ 4'-6" 41-OV2 5�-9" 4'-0 " 5-9" 4'-O " �✓'-O" REQUIREMEt, OF THE CODES OF E 05 YORK STATE. NOT RESPONSIBLE O W a ' DESIGN OR CONSTRUCTION ERR R a c4 ___._..__..__.�____� COMPLY WITH ALL COD :S OF _ ROOF RAFTERS _ NEW YORK STATE & TOWI ES AS REQUIRED AND CONDI 'IONS F INA 33'4" S i 104".. 5THS N} . . r Sl O � OCCUPA11C X W - - USE ISLn l_Ylij Nt 1,111THOUu1 tH I il6l TEOF OCCI • S" CLLCTp.ICAL -0 �garCT@O�� CECE -f-� W 0 in -� Z � zU-) V` 3 P,U�'OFF W to p N NT Sl RETAIN STORM U PURSUANT TO CHAPTER 23G cn zoo 0 _ _.___......._......_....... . .......__. . .. ..._.. .__ _..__ OF THE TOwN CODE. pp = t` (n0 = CV) W c/) LL � o --- -- �--------_ - 'ROOF RAFTERS---- Q) EL V! J DRAWN BY: JF PARTIAL 2ND. FLOOR FLAN 10/9/2017 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN SHEET NO: t ^ �H o O v J E ! W w-- O z N A � w = w � P N - - - - V PARTIAL SECTION SCALE: 3/8" = IL-O" EXISTING FRAMED 2ND. FLOOR ROOM TO BE FINISHED AS FOLLOWS: DUCT WORK FOR HEATING AND AC ELECTRIC AS REQUIRED PER BUILDING CODE INSULATION AS REQUIRED PER BUILDING CODE •- SHEETROCK TO EXISTING FRAMING -0 LLI FINISHED TRIM. -0 W Q) Z_ AS AN ALTERATION, THE INSULATION IN WALLS AND RAFTERS C� Z d- 2' NEEDS TO BE FILLED WITH INSULATION THAT CAN FIT INTO W - Lo � THE SPACES. U _j L6 / o 12' o/ o o �2• " R503.1.1 BUILDING ENVELOPE EXCEPTION #2 Q O O ti ti 2 I , co S iJ1 to I 1 I 1 1 I I •• I I I C/) I Iti ° ( I I I I ( I I f I U) c 0 � FASTENER TYPE: SPACING. II I 'I ( 1 l ( ' I /� I I/ I 11 I I w rn No.B WOOD-SCREW ` LL BASED ANCHOR WITH 16.OC 1 f 2 1n.EMBEDMENT LENGTH No.10 BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH 1I••I II '(1 I-�I// 1/1�r 1jr I 11I I�I(ti�I/I I(� 'I1 I 1-�� IItiIj I OI••I I /411.daLAGSCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENTLENGTH G YWOOD I1•I Ii i I� 1(II` II 1I 1 IIi 1 I 1 1I�I OY t • IIII ti i(( I'�, � II•.. I t/I �I IItii`I II 1��,•••.•••.'I'(I I I i I III1L ••1I I II ti i I I�1 IIyT 1l1 •. SHEATHING 3/4'APA PLYWOOD 1/2"APA RATED SHEAHING GRADE PLYWOOD 1/2'APA RATED SHEATHING (ALTERXATNIVE:7/16O.S.B.) r � DRA■O(V`��A�/■■ WNO B Y: JF FASTENER TYPE: / ! No.8 • l \ I ` Q WOOD-SCREWI(J I ' l\y , II \ / 2X4 DFY2 BASED "OR WITH 10'OC 21EMEDMENT LENGTH STUDS WINDOW SILL •r J( II I I/ I • 'I ' I ••II' I/ I •II II I I (• 10/9/2017 TYPICAL WINDOW OPENING BASED WOOD-SCREWS 11 12"OC I 11 I n I PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH / THAN4 FEET 1/411.dia.LAGSCUW BASED ANCHORWTIH I6"« SCALE: SEE PLAN 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FAS ENER TYPE: SPACING: 2-2X4 DF*2 STUDS CONNECTED No.B WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET tun.EMBEDMENT LENGTH AND NUTS 0 T-0"O.C. L•,,. R., No.10 WOOD-SCREWS /, • ,- ;�"'A: � SHEET N O. TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"Oc ` 211n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET s �' AND EQUAL OR SMALLER W41nn. GSCREW ANamoRw THAN 8 FEET 2111.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC: ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) fi \'' `� On 052,., WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" RO/ �SS10��`� AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Z GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: �114 I).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL W ^/ JOINT DESCRIPTION NOTES 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING w When a collar tie Is used in leu of a ridge strap,the number of lOd 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-Bd COMMON EACH BUILDING HEIGHT (SEE PLANS) O TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL O r 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL:3-Sd 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 CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 111'11 "71 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 ��! W 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 NAILO 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 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 Z r , 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 V 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 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 a 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 W accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 A ' w 3).Dimensions shall takerecedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ■("_�/"+ �..( P g 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 V J 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 w W 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 GAURDRAILS ANY DIRECTION 200 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 1_4 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. P g P P a 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 � w 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 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 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON P PP STUD O.C. NAIL Sym.: 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. 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 16"O.C. FACE 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 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 COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION r , 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 v 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 JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 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 MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 11 YES - P TO HEAVY MODERATE 3).Provide 1/2"expansion Joint material between concrete slabs and abutting JOIST TO: 4-8d 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 EACH TOE 4).Any new concrete walls being attached . existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL SEE NOTES:1(BOTH FIELDS) o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. to be minimums Day inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts o be pr GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE � 6).Crawl spaces to at provided with r minimum.of access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES � 1 DECK AND COVERED PORCH NOTES: 3-8d COMMON JOIST ON LEDGER PER TOE ® ■i��- 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below rade portion of exterior walls prior to backfilling. All fastaners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL g p p g 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, � 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. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I 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. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. �w (W 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL 3).Posts supporting girders shall be anchored a 12"xx12"thick concrete footing. JOINT DESCRIPTION QTY. SPACING . . . pg g g . . 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. 3) Tabulated 4 inch ocnail spacing assumes sheathing to rafter/truss framing members with G>049For Z 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. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' z CO Z Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES Lo 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 Inch Flashing shall be Installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD LV (� otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Q� SPACINGSEE NOTES:1,3(BOTH FIELDS) N 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 'n -) -� where needed. GYPSUM Sd COOLERS 7" O.C.EDGE @ @ NOTE:2 FOR PANEL FIELD VI Q X O O L0 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. v, Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE Sd COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTE:3 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: CO ~ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 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 NAIL NAIL N® r openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O and blocking where applicable. QTY. SPACING 'v^� (� 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 / 0- O 5).All flush beams/headers to be installed with heavy duty galvanized hangers andPANELS 8d COMMON WFCM-SBC be used. � LLI anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE LL /1 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 6d COMMON 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 G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE on plans. Sd COOLERS WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Q) other access openings unless otherwise noted(typical). 1.PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. �A 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL ) V J provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION 2 USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P ac QTY. SPACING )• O state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE HVAC SYSTEM NOTES ad coMMo 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 NOTES' Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) under all bearing walls. 1).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. 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 needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor �p C 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 D RAW N BY: J F 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 fsreblocking 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. 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, 10/9/2017 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. 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 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. SCALE: SEE PLAN to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or SOIL COMPACTION' flame and products of combustion. 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 torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 5).For the fsreblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. f t 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. + 04 ` SHEET N ■■ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS 9YPIICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFE5510NAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY, 7-e � 4