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HomeMy WebLinkAbout42751-Z it�'c,F QF o�p coG Town of Southold 9/30/2019 P.O.Box 1179 W 53095 Main Rd �y,P—* if!�Vd �, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40733 Date: 9/30/2019 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 27756 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 18.-6-21.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/29/2018 pursuant to which Building Permit No. 42751 dated 6/4/2018 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: GARAGE ADDITION WITH UNFINISHED STORAGE ABOVE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Sabatino,John&Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH.APPROVAL ELECTRICAL CERTIFICATE NO. 42751 08-16-2019 PLUMBERS CERTIFICATION DATED r1h d Signature r I �o�SaFFnt��oTOWN OF SOUTHOLD Gy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE a . 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#: 42751 Date: 6/4/2018 Permission is hereby granted to: Sabatino, John 27756 Route 25 Orient, NY 11957 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 27756 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-6-21.10 Pursuant to application dated 5/29/2018 and approved by the Building Inspector. To expire on 12/4/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $522.40 CO -ADDITION TO DWELLING $50.00 Total: $572.40 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 Occupancy-Residential$15.00, Commercial$15.00 Date. Mcg ka , New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street n Hamlet Owner or Owners of Property: IC��Y� - q' "** (X9C, Suffolk County Tax Map No 1000, Section ZY(, �"�"'pa �(� Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � sean.devlin(,S-town.southold.ny.us Southold,NY 11971-0959 l�cOWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE: SITE LOCATION Issued To: John Sabatino Address: 27756 Route 25 city,Orient st. NY zip: 11957 Budding Permit# 42751 Section. 18 Block 6 Lot 21.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Lademann Electric License No: 4141-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 16 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel X A/C Blower Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Q Twist Lock Exit Fixtures Combo SD/CO Other Equipment. 24 Circuit Subpanel Notes Inspector Signature: Date: August 16, 2019 S.Devlin-Cert Electrical Compliance Form As qO�aOF soil p, # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PL13G. 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: o DATE INSPECTOR IapE SOUIy �o� Olo # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [i�FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIM—NEr FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF 50U1'yo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION � I [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [k-€LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �7� INSPECTOR �� OF SO UIyo� # TOWN OF SOUTHOLD BUILDING DEPT. ourm,N�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FI E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,��-Vnw DATE INSPECTOR �o�aOE SO�jyO� Lf Z 75— TOWN 5TOWN 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)(�A�6& [ ] CODE VIOLATION rl CAULKING REMARKS: DATE INSPECTOR OF so(/l�O o TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ : ] I SULATION/CAUL-KING FRAMING-/STRAPPING [/FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AV- ' v '® wc, Jj bm4& �W?14 LALmd oyl ��L DATE INSPECTOR r _ FIELD INSPECTION REPORT DATE COMMENTS I FOUNDATION (1ST) (}� -------------------------------------- 'FOUNDATION ---------------------------------'FOUNDATION (2ND) z l DWAMN o I ROUGH FRAMING& PLUMBING y p L JUNIN dovia INSULATION PER N.Y-. y STATE ENERGY CODE f FINAL QOkAlA A^ ADDITIONAL COMMENTS - -� '146-7a _ ao Lia-�5ti o rn G � O z d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. � Check Septic Form N.Y.S.D.E.C.- Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form C ntact: f Approved 20 Mail'to:John d Ll r��,Jit� Disapproved a/c -A7751 d"'t '� nn' R- oriee"Y11%j Phone: _2>574( Expiration ,20 p Building Inspector AF CATION FOR BUILDING PERMIT Date E��y - 0`1. 7 , 20 ��B��,I;������yy,��rD��Egg�. INSTRUCTIONS a. This appliioattii®lVIUSfibe�comDpletely 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 throughoufthe 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 1].epartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. o r®_ (Signature of applicant or name,if a corporation) P-275-L Orie8� W Vt"7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder P�yJY1-etr i1 ] • Name of owner of premises --C)6\ N, �►�,��o� �c n CD (As on the tax roll or latest deed) If applicant is a corporation;signature of duly authorized officer (Name and title of corporate.officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ,2-7-75?, d2�: C' ier House Number Street Hamlet County Tax Map No. 1000 Section � a�' �.�y Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S i el -� b. Intended use and occupancy. Sck-N� 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 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 R 8. Dimensions of entire new construction: Front Rear. epth` -; ? Height Number of Stories r 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.removedfrom premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address- Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.G. PERMITS MAY 13E 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 BU6185050 Qualifted in Suffdk County (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,20_a 0 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this c)9 day of O 20_1_g Vn Notary Public Signature of Applicant ,r Scott A. Russell ,��°SU '� STOIKIM[WA\T]EIK SUPERVISOR �T ( �T � z I��1[A\1�A\G�]EI��1[]EI�T SOUTHOLD TOWN BALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) s DOES =S ]PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[D A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. ❑10 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date (r qI O "4 _ �I 1® 6 NAME: I�d� I\�. 4 J—(\f�GCGL S"4\nD r Section Block Lot rr (Signature) "*.k.FOR BUILDING DEP.ARTINNIENT USE ONLY 7 'x Contact Informat)oie !o I^ 7 I Udeph—NUmh d • Reviewed By: — — — — — — — — — — — — — — — — — — , Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — (,� Approved for processing Building Permit. — Stormwater Management Control Plan Not Required. Ox--1 C2) 9 i F] (Forward Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 l V so ol Town Hall Annex ,,��,, J Telephone(631)765-1802 54375 Ma;n Road ' Q 3 )N (0176552 P.O.Box 1179 roger.richertOrWn-sou-gd .w.usG Southold,NY 11971-0959 �yQuo,� BUILDING DEPARTMENT ! TOWN OF SOUTHOLD ' APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: Name: License No.: Address: Axa J glk' &v�' ' Phone No.: - - U J 7 JOBSITE (NFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: i Permit No.: Tax-Map District: 1000 Section:—) Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' I (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In Fina[ *Do•you need a Temp Certificate: YES! O - Temp Information (If needed) *Service Size: 1 Phase 3Phase 900 150 200 300 350 ! 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 5'a 0/ � o c 82-Request for Inspection Form" i e i SUFFOLK CO. REALTI4 DEPT. APPROV L H. S NO. - ' 33" E . 7 StATEMiNT QF INTENT THE WATER SUPPLY AND SEDISP AL ' gipW. CSE- . SYSTEMS FOR THISR . - ` t -�'ELt. � ��.. � � .. _ ',a ,.` �'� •- - ESIDE�iCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK CO. ( DEPT. 4F HEALTH SERVICES. N7, i[0' ' � __...++.,..-.„�.,_—;ems• S _ _ Ai'F'L.ICAN'fi SUFfT3t K• COUNTY DEPT. OF -HEALTH SERVFC- ES FQR APPRIOVA'L OF NSi:R Ott QN .Y 110 •'.-h..,y �:i -�.,`'.Zlr1 _ {fit' .`_ t- _ _ - - - - 2J a., - - - - .,jai T , , ��:-. ,M_4� - ..s,{"'•' / .�,Z,_�f t�. r�T..,,�,y - _ p - to• _ _ ih a}. -•..'iR•f 1. :"ey i'- ')" vJ -_ _ - FOL[f C4• TAX'14A t .i.l - y^, - '� 'piap � '. y��.v •i' - _ _ _ - . 0W. SIttT au Owl- _ � _t -�5;• t - - f r � _ �' t _•, , _ - 3"; ", ter." - SY _ - lelucwictn Law. 1' C,vnsc-s 0 this survey rihp no?h rr,• the izi: 3 svnreyor;s ime4 seat c, er.)_- ed seal shalt not he ixinsincrw, r� to W,a vailc+true oapy. Guarantees lndmat4L hereon o`.ttzil'im. : >, - -t� _ r - f�• - - - Y,8y;ik t!Ta person for ($ tC;Cti•35.i3,anti 6n'hiS `{ ww 4o li`?ternmele:c{' Ashi.iL :,T!?d! 9 r! ,r'_ _ .4.� '�; �'R II _ _ ` ,_ _ _ _ •�. ?:'.<ie4 Vim. '�'�::��5 d'`,.'T:Ea l.:.i.{td„n�.,a. • - _ « _ ' ` _ l _ - � _,L' q �' 1C3.`,iP.`eu,"'c'�Ft:`s.�'iltloilS or tsL; :;:-@y,u'n1%rt' 1 phd _ y� y� o.• �/ v R. + t'r+t*+v+ - ,ppp. ✓.•niia..t.- , _ - e-K`A ._-YY_ _ f Z� iy(i�l- ,fir'.'- .`C, i".�+,^4'. �,5�� -'•hN. {.�( `c,S.'%.' G '.K 1 _ r .x �f•<` - ShT "L - ef S - a�4t v. j_ S,l �f3�18�5- 7 7 - PLAN CONTENTS: P ��� ��° . ` `alb rn WIND FRAMING NOTES OCCUPANCY CLASSIFICATIONR3 RESIDENTIAL DATE: f �, B.P.4 GENERAL NOTE S 1).RIDGETO-RAFTERASSEMBLY: BUILDING USE DWELLING � 40 1-1/4'x 20 gauge strap shall be attached to each pair of rafters In acxordance to table 3.4. BUILDING HEIGHT r r S When a collar tlela used in lou of a rkip strap,the number of 10d common rails required NOTIFY BUl I_L�,NkG M.,"ARTi,"Ei;T AT 2 in each end of the collar tie need not exceed the tabulated number of 8d nails in the strep. TOTAL S0. FT, OF CONSTRUCTION ?^5-1",1.2. C A'4 T"0 X, PtO FOR THE �`� CONSTRUCTION NOTES: r ��,_ g PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND ` o 1).The Information withinthissetofconstructiondocumentsIsrekrkdtobasicdesign 2).RAFTER-TO•WALLASSEMBLY: DESIGN CRITERIA r.,._.Ci`r''JiP,u {;vk�rcCTOrr.�. 2015 ICC WOOD FRAME CONSTRUCTION MANUAL FC`1.:,`iDl'',TIC(, - TttiO I",EC2L"i�Cn Intent and flaming details.They are Intended as a construrction aid,not a substitute Lateral framing and ekes wall connections for rafter,coiling or thrill to top Platte anal be in � for generally accepted good bugdirig practise and cxxrhpgarde with curtest New York accordance to tater 3.3.Whorl a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES FOP, POU;7"ED CONCRETE •_' 4- DD State building codes.The General Contractor sea is responsible for providing standard or shall be attached to the well top plate and the well top putts snoop be attached to EXT. BALCONIES 40 2. HOUGH - FR"P !Nit-i & PLUIJ"IN a QJ � construction decal Is and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building DECKS r sound and a weatherproof completed product shall be connected with uplift eornectiom in accordance with table&3c 40 3. IfvS11LA:f 1ON � � 00 ATTICS w o STORAGE �t'31 � 1D 4. FINAL - CO;�;TE-iIJCTlO`j MUST • � 2.The General Contractor is responsible for ensuring that all wok and oonstructim 3).WALL-TO-WALL ASSEMBLY: ATTICS w f STORAGE 20 c r n W -O N meets ctarentfederal,state,county and local odes,ordinances and ulations,etc, Wall studs above and studs below a floor level shall be attached with uplift connections in DESIGN LOAD CALCULATIONS B� Ck'�1�1PL,.TE FOR, C.O. u reg P ROOF (GROUND SNOW LOAD) 25 d 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 (LIVE LOADS PSF) ALL CONSTRUCTION SHALL MEET THE 0 0 M studs shall be attached to a common member Inthe floor assem with uplift connectom in ROOMS (OTHER THAN SLEEPING) 4p 0 � shout be adhered fo even fir it variance with the plan. accordance with table 3.3. � (SLEEPING) 3Q ROOMS REC�U.i?E!+r1EPjT5 OF THE CODES OF NEW 'p 3).D ions shall take precedent over scaled drawings. STAIRS 40 YQP1< STATE. NOT RESPONSIBLE FOP o W NOT SCALE DRAWINGS. 4).WALL ASSEMBLY TO FOUNDATION: CESIG: Oil CONSTRUCTION ERRORS. U .A Firstwallstuds shall beconnected tothefoundation,ell plats,orbottomplate with uplift GUARDRAILS ANY DIRECTION 20Q N 4).The engineer has not been engaged for construction supervision and assumes no cxxmeetors.Steel straps shall have a minimum embedment of 7 Inches In concrete EXPOSURE CATAGORY t31 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-cm-grade,15 Inches In masonry black foundations,or lapped under n• construction means,methods,techniques,sequences,or procedures,or forsatety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION sR'� s 0i t) precautions and programs In connection with too work.Them are nowarrentfesfor a bottom plate,3inch square washes shall beused with the anchor bolts.Anchor olt ROOF - FOUNDATION DETAIL PAGE 8c GENERAL NOTE PAGE C�`°'" �"Y��� �T� !� ''G` specific use expressed or Implied In the use of these plans. sparing Is to be spaced and sized In accordance to table 3.2a.In addition to spacing, NAILING SCHEDULE SEE GENERAL NOTE PAGE h!EV YO'�"�S�'t`TE P -�'����"' � anchor bolts are to be spaced between 6-12ichesfrom the arid ofaall plate and aM EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE f� �E��:0,1-4 1`*.ODC0%"�MCr-0�� 5).Refer to the Window and Door schedule for exterior openings. corners. i FIRE PROTECTION �� +�*"•"` '"; 6).The General Contractor Is to ensure that masonry orprefabractsdfireplaces meets 5).TYPE IEXTERiORSHEARWALL.CONNECTIONS: SMOKE & CO2 DETECTORS SEE FLOOR PLANS - t - or exceeds manufacture's specifications and applrcebli codes. Type I exterior sheer walls with a minimum of 7/16 Inch wand structural panel on the exterior «:!07 .. """'"�"� • attached with 8d common nails at ("o.c.at the panel edges rsrxd 12'o.c.In the titer,and TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ti o►"t� " 7).The General Contractor Is to consult with the owner for all bulli-In hams 1/2 irks gypsum wallboard on the hhteft attached with 5d cooler nails at 7"o.c.at parol ENERGY CALCULATIONS R E SCH ECK 4.6.3 �+`'. � ��rw.r such as bookcases,shaking,pantry,closets,trims,ett edges and 10"o.c.In the field shelf be In accordance with the length requirements specified In table 3.15a-b. SYS. 8).Wind load requirements shall be taken Into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015 Pages 149 and 193) Z FOUNDATION NOTES: Type ti exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate •"" larngth adjustment factors in table 3.16. �t 1).The General Contracts and Mason to review plans,elevatlons,ristslls and notal to Number of Number of Nall ®�G1 1�Ag�CY O R � � determine interxied heights of finished floors)above typal grade. 7),INTERIOR SHEARWALL CONNECTIONS: Joint Descri tion Common Nails Box Nails Spacing 2.Ali footings to nest on undisturbed(virgin)soil.Assumed bearing 3000psf Allowable sir ewallreaps lengths provided in table wnr shall s permitted m to increased when ROOF NAILING USE SE ICJ UNLAWFUL ) interior sFoarwalls are used.Sheathing and cwnnrct�ns snail be in accordance with l� 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4,2 and 2.2.4 respectively. Rafter to Top Plate(Toe-nailed) 3-8d 3- T concrete or maserry wails occ ring In exterior or unheated Interior areas. 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-nailed) 3.8d 3. � � A CE�I��ICA per joist �ITHO U I +o 0 4).An new concrete walls bei attached to existingconcrete structs shall Header and/or girder connections shag be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each la �+' t+� LA � be Installed with#4 re-bar,18"bog at 12"o.c..Use pproved epoxy for Installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap OF OO C u AN Collar Tie to Rafter(Toe-nailed) 2-10d 2-10dW 4 Unless5).Us otherwise rioted,off slabs on grade to be 2500 p.s.d..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: per tie �-" 00 =1 poured on 4 inch thick sand or gravel fill with 6x6 wine mesh reinforcing.Interior slabs Where a ridge Is to be used as a structural beam,the rafters shall either be notched and Blocking to Rafter(Toe nailed) 2-8d 2-10d each end 0. Q ` to be minimum 3-1/2 inch thb&, anchored on top of the beam or slope connectors shag be attached to each rafter-to-ridge Rim Board to Rafter(End Nailed 2-16d 3-16d each end V) along the open coiling part of the building.Connections to the ridge and wail shall be be WALL FRAMING TRUSS PLACARDING REQUIRED 8).Crawl spaces to�provided with a minimum 18'x24"access opening.Install one attached with the above requirements. 6x16 cast iron foundatron vent for every 150 aq.ft.of area. of DECK AND COVERED PORCH NOTES: Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot 7).Dampproof exterior of foundation with bituminous coating as per suction R406 of Top Plates at Intersections(Face-nailed) 4.16d 5-16d joists-each sideIPi E' N.Y.S.Residential Construction Code.A 6-mg polyethylene 11m shag be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. R ETA ;, STORM sM WATER RUNOFF the below grade portion ch tion of exterior walls prior to backfiling. All fasteners,hangers and anchors to be gaMnized or stainless steel. Stud a Stud(Fac:(-nailed) 2-16d Header to Header(Face-nailed) 16d 16d� 16"o.c.along edges PURSUANT TO CHAPTER 236 � 8).Drainage as per section 8405 of N.Y.S.Residential Consiniction Code, 2).Orders for deck joists to be bolted to each post with washers and nuts. I Or" THE TOWN CODE. 1N Girders on concrete plers shall be anchored with proper steal connectors anchored FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bat with washers and nuts. i Top or Bottom Bate to Stud(End Nailed) 3.16d 2.40d per stud � 1).All framing techniques and methods as prescriptive design of 2P'• i 3).Posts supporting girders shall be anchored to a 12"x12'x12'thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2'dia.x 7"fang anchor bolt with washers and nuts.Footings Shall 2).Unless otherwise noted,ail framing and structural wood material io be#2+BTR. be 3 iti below grade.Concrete Plans to to used with all porrhaWdec ks with roofs or perguias. Douglas Fir. a).Deck joists to nave bilking at 8'0 a.c.. Bolton Plate to Floor Joist,Band Joist,End jest or Blocking(Pave-Nailed) 2-16d(1,2) 2-'iCA(1,2) per foot v� 1 3).Floors,wags,ceilings and ratters to be spaced st 18 Indies C.C.unless noted 5).A minimum of 10 inch flashing shall be Installed between the building and lodger. FLOOR FRAMING _ til otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 4).Unless otherwise noted,all bearing wag headers to be(2)2x10#2+BTR.Doug.Fir. whom needed. Bridging to.joist(Toe-nailed) 2-8d 2-10d each end BearIng wait 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. Blocking to Just(Toe-nailed) 2-8d 2.10d each end •"' openings.LVL headers to have(3)jack SMS and(2)full length studs on each side of Blocking to Sill or T Plate(Toe-nailed)openings.Bearing waft window sills shall also have(2)window sill plates for 2x4 wag 4 AN Joh Jobe supported with hangers and anchors.Each Joist shag also be anchored ) 3-16d 4-16d each block w openings between 4'1 and 90 and 2x6 wall openings between 511 and 8'9.Provide fire 9 sit Ledger Strip to Beam(Fate-nailed) 3-16d 4-16d each joist and blocking where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 5).All flush beams/headers to be installed with heavy duty gahvirfzed hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist anchors where applicable to all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plate(Toe-palled) 2.16d(1) 3-16d (1) per foot 6).Double up floor joists render walls that run parallel to the floorjoist and under bathtubs. 1).AN water supply,drainage and venting to be Installed as per N.Y.S.Residential ROOF SHEATHING Floors to have ceramic tie installed shall be verified for proper bad wacky unless noted Construction Code. on plans, Structural Panels(See Notes 4,5 and 6) 2).Verify septic system with the Engineer for Suffolk County Health Department approval. Interior Zoite 8d 10d 6"edge/12"field 7).Provide blocMnglbridging In 11oor joists at$'0 o.c..Use sold blocking In floorjoists under all bearing walls. 3),ff well studs,plates or are cut out during Installation for any plumbing relatedwork, Perimeter Ed Zorn 8d 10d 6"edge 16"field provide adequate bracing and plates to protect and secure the stricture.Verify with the Gable End Rake with up to 1'Rake Overhang 8d 10d T edge l 6"fild 8).Provide insulation baffles at save vents between rafters.Install drag blocking as state code and manufactures recommendation for maximum h ole size and spacing permitted. wed. HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless otherwise rated,all roofs and walls to have a minimum 12"th'acc,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Gypsum Wallboard 5d coolers SdtXydetS 7"edge/10"field COX exterior sheathing grade plywood.Plywood to cover over plates and headers, requirements. WALL SHEATHING 10).Unless otherwise noted use 3/4"thick TAG PTS Fir or Advantech plywood sublloor 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the Structural Panels(See Notes 1 2 and 3) 8d 10d 6"ed !12"field adhered with PL400 adhesive and sawed to floor joists.Finished W to be installed equipment supplier. edge over subfloor as per manufacture's instructions. 11).All bathroom walls to have 112'thick moisturareststant sheetroclL Garage walls and 3).HVAC subcontractor to pmvtde final system layout drawing and submit It to the General 5d hers 5d coolers r edge/10"field ceilings and over furnace to have 518"thick type-x sheetrodc.AN other parts of building Contractor and owner for final review and approval. GMum Wallboard to have regular 1/7 sheetrccL All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING 12).All roof with a pitch less than 4:12 shelf be Instated wIth an ice 3 Water lander or 1).Ag electrical to be installed as per N.Y.S.Residential!Construction Code. Structural Panels approved equal.Flat roofs shag be applied with a FbMias base sheet with an EPDM 1"or less 8d 10d 6'edge/12"field torch dowry type material over. 2).Ali electrical ical work shall be approved by a qualified Underwriter. 13).All all plates and wood In contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detadors throughout as per section 8317 (1)Nailing requirements are based on wall sheathing nailed 6"on-anter at the panel edge. Alternate nailing schedules shall be Installed with a foam all gasket and cop-r-tax termite shield or approved equal. of N.Y.S.Resldeheal Construction code. be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,oralternate connectors shall be used to maintain load path. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements emll be used. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 Inde o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. � 3, Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak,the 4 foot Load Speed Depth Design Underlayment perimeter zone attachment requirements shall be used. Temp. Required (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For .. framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. 25 psf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes - {� to Heavyfi For Wnd s neater than 130 m block) is ` Moderate ( ) p�g fin, n9 required wfhlch transfers shear bad to two additional rafters(3 rafters in total). 1684 (7)Fix exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. a N Lo O\ V OL -Y CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST,NNT CONSTRUCTION CONNECTORS oo CONNECTION LOCA'lON: PART NUMBER: NOTES: W s O\ RIDGE-TO-RAFT IRS LSTA24 APPLY TO EACH PAIR OF RAFTERS '� rn N RAFTER-TO--W ;LLRT20 APPLY TO EACH RAFTER o o M RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER NOTCHED RAFTER RAFTER USE WITH SPTH4 CONNECTOR v PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE Q, RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD L CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE"STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-SlL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SELL PLATE L TYPCAL TO RAFTER STRMPiNG _PING USE WITH 3" SQUARE WASHERS p� USI;TME FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RE(MENDED MTMJ ATION INSTRUCTIONS TO ACHIM MAXIMUM UPLIFT LOAD CAPACITY. '� z CA) RAFTER PROVIDE 11T SPACING 0 BETWEEN H E 2 TME END STUD ANCHOR BOLT CONNBCION C ti ' AND THE 2 OTHER STUDS � FOR ALLOWING ANCHOR NXT OONNECYM FOt~TM Wr DUL ANC"OR BOLT "W — �R NOLDDOWN ICONNECT CORNER STUD INSTALLATION TO TRANSFER SHEAR SuPtATETOPOUWATM V TOP PLATE �aTOa�r rr:Oc - � , , , ' FASTEN WITH(2)16d sem.�.����� N �, TOP PLATE ..� COMMON NAILS @ 6 O.C. 7 STORIES 3rOC • WILL eOT Mm TE to FOl1M ATION. 1-2 or OC .WALL STUD • � WALL STUD SIDEWALLENDWALL USE LspWASERs(usp L N rOCAL RAFTER TO WALL STUD CONNECTION RAFTER TO WALL STUD CONNECTION 5 A1.1,CORNER CONNECTION 0 1 , 1 • � M 1 2ND. FLOOR WALL STUD Ql NO 2ND. FLOOR PLATE CRIPPLE STUD (,(,� WOOD JOIST SUBFLOOR RIM BOARD N'�,ADER BLOCKING WOOD JOIST R ' 1 ST. FLOOR TOP PLATES JACK STUDS GIRDERIHEADER WOOD GIRDER WOOD JOIST 1 ST FLOOR WALL STUD TYPICAL."litADF,;B�QNNECTION JOIST FRAMING OVER WOOD GIB& jQLST_FRAIMM FLM WITH.GIRDERMEADER IY�'tCALMULTi-SM CONNE 1ST. FLOOR WALL STUD 1ST. FLUOR PLATE SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE DOUBLE JOIST DOUBLE JOIST DBL.SILL PLATES , (TO OVERLAP JOINTS) FOUNDATION WALL ,e FOUNDATION WALL ABLE,!01ST FOR UC�IDERA,B��� DOIIST FOR NON-BEARINt3 WALK 1 sT FLOOR TO FOUND'Il4CONNECTIQSILL P 6 TO FOU IRA f + " �.. 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