Loading...
HomeMy WebLinkAbout43409-Z .00 � Town of Southold 10/9/2021 o - P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42445 Date: 10/9/2021 THIS CERTIFIES that the building SHED Location of Property: 230 Bow Rd., Southold SCTM#: 473889 Sec/Block/Lot: 87.-2-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2018 pursuant to which Building Permit No. 43409 dated 1/22/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory shed as applied for. The certificate is issued to Cherkes,Russell&Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au o ized i nature �goFFo�K�oTOWN OF SOUTHOLD BUILDING DEPARTMENT k TOWN CLERK'S OFFICE 0 o 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#: 43409 Date: 1/2212019 Permission is hereby granted to: Cherkes, Russell 143 Atlantic PI Hauppauge, NY 11788 To: construct accessory shed as applied for. At premises located at: 230 Bow Rd., Southold SCTM # 473889 Sec/Block/Lot# 87.-2-18 Pursuant to application dated 10/17/2018 and approved by the Building Inspector. To expire on 7/23/2020. Fees: ACCESSORY $186.40 CO -ACCESSORY BUILDING $50.00 Total: $236.40 Bui ding nspector 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 2- 3 6 oVJ /.� S� �fb LD, I`r' 1 /9'W P House No. treet Hamlet Owner or Owners of Property: �j Suffolk County Tax Map No 1000, Section ?S 7 Block Lot Subdivision Filed Map. Lot: Permit No.)P�o �D"ateofPermit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one)' Fee Submitted: $ A/Z A, Applicant Signature SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 - INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] � SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL SHl�6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: up. *v Ll 14 7 DATE . INSPECTO f FIELD INSPECTION REPORT DATE COMMENTS (� 1 FOUNDATION (1ST) f .................................... 'FOUNDATION (2ND) �O ROUGH FRAMING& ° PLUMBING y INSULATION PER N. Y. y STATE ENERGY CODE J FINAL ADDTTION44L CO t z rn z 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 Southoldtownny.gov PERMIT NO. 40 Check Septic Form n/�� N.Y.S.D.E.C. acS\�V►/ Trustees C.O.Application 2a 0 Flood Permit . Examined �a ` 2 2018 Single&Separate ®c Truss Identification Form ��O 4G DEFT' Storm-Water Assessment Form r� •r0�OF SO�®� ontact: /� Approved p2� ,20 Disapproved a/c Phone: 2- Expiration ,20 But ng I ector APPLICATION FOR BUILDING PERMIT 7 Date C, / , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,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, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. ocation of land on which pr posed work will be done: Z3 v OW ��, Sp U` 7`}01-0 House Number Street flamlet County Tax Map No. 1000 Section ,r;:: t,� � 'bt*�' Lot ��G�dY1M..RIr Pata'i,��tt 9'��i Y+r 6�iAYi�k� Subdivision Filed Map No. Lot /3 OState 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 Buildin .. :-'r, r� Alteration Repair Removal Demolition j �'i � O he•9bhe, (Description) Estimated Cost ��ee (To,be pad, A• filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars •- : ' ; ��� -, a <c=.Y r;it If business, commercial or mixed occupancy, specify nature and extent of each" ype of use. 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 Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear Depth Date of Purchase Name of Former Owner 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 )e"-(l Gt�E/ S' Address ° /3o'^� �O, Phone No. 3M 3/3-9/c�-Z 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.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-X— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF&6rr being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the o c72 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi � day of � 201S UYLIQ-k­ °fRACEY L / Notary Pu lic NO ARYfUBLtQ, b-H�yy Signature of Applicant N0.01DW OUAUREDINSuFouc C0 MMJSS10fdEXPJREBJUN58%V2a-;j_ 'fir•, �°SUl�� ST�O�R I��1MA\�C']EJ[, Scott A. Russell ,� SUPERVISOR ( �T I��1CA\1�A\ G�JEMUEl�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE E FOLLOWING: Yes � A. (CHECK ALL THAT APPLY)❑ 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. ite preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. ❑ E. 'ite 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 ans-wer-ed-NO-to-ail`of-th"uestions above, STOP! Complete the Applicant section below with your Name, sfgrr� Contact Information, D to e--&,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 Buildi]'3 l epartment with your Building Permit Application. 7NAME: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date Dutncl 1If�G j'` U- �,,, \ Section Block Lo FOR BUILDING D PART,,IENT USE 0,NL `tf*y Contact Information mn< aa<p1i",.xe Reviewed By: - - — — — — — — — — — — — — — — — — � Date: �Urf L'AV Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — -Z.3 o f3 Approved for processing Building Permit. ^7 / Stormwater Management Control Plan Not Required. /1 l / 1/ ❑ Stormwater Management Control Plan is Required. FORM (Forward to Engineering Department for Review.) FFQ `Scott A. Russell ,��°Su /rSTORI��1[WA\` IER, SUPERVISOR z I��1[A.NA\GJEM)EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'kj�o - Town of Southold ._J\ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET . ( TO BE COMPLETED'BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: t Yes NO (CHECK ALL THAT APPLY) 1 ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i ❑ 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 ;7 100 feet of horizontal distance_ ❑ D,/Site preparation within 100 feet of wetlands, beach, bluff or coastal ►. erosion hazard area. ❑ E. ite preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i ❑ F: Installation of new or resurfaced impervious surfaces of 1,000 square ! f eet 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 ans 0-to-all-ofth.e,yuestions above, STOP! Complete the Applicant section below with your Name, Ngrilfure, Contact Information, Da��&.County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the-bove, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Buildin epartment with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date District ] /� NAME: U -,-f eLL � X C— wnn,t Section Block Lot �Zg 6ign FOR But 1. D PART1•IENT USE O L`,' Contact Information �� 4 -3/3 _ F7f 2- .Tdcph"ne�Lmizu viewed By: — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — _ �3 ® e a - Approved for processing Budding Permit. Y / ^7 Stormwater Management Control Plan Not Required. t/7t©L / `� ! / ElStormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM S /000 ,.. -µ,Vi,• . :�,,"•,��` - - - Ar X3,4 Y L/1�ff w a YN4. e 9 °/Z -00 N Iff- - Z4u. D ` 40) 10 _ � v•_ � � :�f '� ..�,1�� oT- �Iu,+r.�r k o,�a ;r,/cr�e rs "<— t'7!' jj {SII ��� •:AR.elh_'+'Q�n-* __..la•.. : .. � r+. -.s ir`e. — �;��-•• - -_��. _ y ,...,;—-'--•��•--S3� (••� --�- !`- ..fF,.�..- .. ,'�? -- v. _ -- - - �? -'�-' �.c._ _.'..----r> .'�- ;,.."�'�"�v-�'•._--'`Ys�, JIM DEERKOSKI. PE phone: (631) 298-7116 APPRO ED AS NOTED D TE: Qllq B.P.# 6 FE E: r_ BY: TIFY BUILDING DEPARTMENT AT 7 -1802 8 AM TO 4 PM FOR THE F LLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED O FOR POURED CONCRETE _ ` 2. ROUGH -'FRAMING & PLUMBING V 3. INSULATION Q 4. FINAL - CONSTRUCTION MUST A W BE COMPLETE FOR C.O. I� Al CONSTRUCTION SHALL MEET THE R QUIREMENTS OF THE CODES rn Y RK STATE. NOT RESPONSIBA ELEVATION FRONT EL , AtrON v DEESIGN OR CONSTRUCTIONP ERO •E: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" CO P4 V- O COMPLY WITH ALL CODES OF X N W YORK STATE & TOWN CODES AS REQUIRED AND CONDI SONS O� W =S ZBA /� Z SO T 2 M 4 S N.n.B�- OC CUPANCY OR DRAWN BY: JD USE IS UNLAWFUL i r 12/6/2018 WITHOUT CERTIFICA E OF OCCUPANCYCF NEW SCALE: SEE PLAN Sy0 oEER�os � w SHEET NO: LEFT ELEVATION RIGHT ELEVATION SG4LE: 1/4" = 1'-0" S'C.4LE: 1/4" = 1'-0" o R° OFESS\ 04 1 'RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. JIM DEERKOSKI. PE phone: (631) 298-7116 I I 1 I I 1 1 I I I I I I I I I I 1 1 1 1 I I 1 1 1 1 1 1 i t I I 1 1 I I 1 1 I I I 1 1 1 I I I I 1 1 I I 1 1 1 1 1 1 1 1 I I 1 1 I I I I 1 1 I I 1 1 I I 1 1 1 1 I I 1 1 I I I I 1 1 I 1 1 1 1 1 I I I I 1 1 1 1 1 1 I I I I I 1 1 1 1 1 I I 1 1 I • I I I I I I I I I I O I 1 1 I I I I i t I 12'-OI' I I I 2X4tACo 916"oC I V I 1 1 I I 1 1 1 1 1 I I I I I 1 1 1 1 I I I I I I I I I 1 /` II OC II a II II II a II /` !� 1 W 11 W I I - I I W 1 1 W 1 !�! I Q 1 1 Q 1 1 Q 11 Q I I Q 1 S O II V II u II V 11 u 11 u II 2X4 STUD WALL or i i C►' i i d i i a i i d 8'PLT.1"17. I I 4 1 1 Q I I Q I I Q 1 1 QII I 1 I I I I I I I I I VON ' I 1 1 x I I I I I I I 1 1 1 I I CO ----- ---- TF-----TF-----;;----- 1 ----- --------------, �- O I 1 1 I I I I I I I I I I I I I I 1 1 I I I I I I I I I I 1 1 1 1 I I I I I I 1 1 1 1 1 1 I I 1 1 I A - 2X4 RR 6416"oC _ 11 1 1 I I I t 1 1 1 JVtQ 1 1 1 1 1 1 1 1 1 1 0 4:12 PITCH _ O2 3 II 11 II II II II 1 I I I I I I I I 1 x X X x I I —1 1— I I I I —' '— 1 1 � �I 1 1 I N 12-oil 1 1 I 1 1 1 --------- ----- --------------------------------- --------------, FOUNDATION FLAN SCALE: 1/4" = 1'-0 II DRAWN BY: JD 12/6/2018 SCALE: SEE PLAN OF NEW Y DE,- 10 SHEET NO: 12'-0" I 0, * ui FLOOR FLAN � rW, JFa do � SCALE: 1/4" = V-01- ARoFESSO JIM DEERKOSKI" PE t2 phone: (631) 298-7116 ROOFTRUSSES 6� E S ROOF SES p16"OC 2X4 RAFTER R 16"OC SIMPSON H1 1/2"SHTG RAFTER TIE-DOWN EACH RAFTER SIMPSON LSTA12 HEADER-STUD _1 STRAP O EACH SIDE _1 2X4 STUD WALL p 16"OC O n-11 SHTG. � V 5 8"SUBFLOOR LMyu DO D9W 4X4 ACU— GRADE V I vJ A SECTION A—A CO P4 2 3 SCALE: 1/4" _ V-011 v O r� 1141 r ' Z r 11 I( I S• r � I ti Il lie No.B WOOD.WIEW t, I ! II I I s; , I � � I til I I I i I I I I � di I I I ( I I I 1 I I I Yr�Pnv�vwoao DRAWN BY: JD i I � i , `Tu�xs0.rn�weY,ecsa) i) 1 I I „�. � 'r � i 'i � s• I I II I I IIN 11 � L 12/6/2018 I TYPICAL WINDOW OPENING `^ ( `I PANEL SPAN EQUAL OR SMALLER THAN 4FEET '; III ► I ,n I I SCALE: SEE PLAN TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET RY1Y0mffi r�siE�Trve N E AND EQUAL OR SMALLER THAN 6 FEET m ���nw/w�veis moCi DE- TYPICAL MULTIPLE OPENINGS °A�'O°"" " �` SHEET NO: PANEL SPAN GREATER THAN 6 FEET ,� AND EQUAL OR SMALLER "�`�n"�xooi a k1-'-��,C°.� �i THAN 8 FEET : (;'� cr W WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ; q�,:; ii z AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) _ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FDR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND MN)aKUM PANEL SPAN OF 8 FET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �� Q V� COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609 LA 1609.65 AND TABLE 16091.4 OF N.Y.S RESIDENTIAL Q • o 7 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE 'OR c� x4 31 ALL PANELS MUST BE CIT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKO FOR WHAT OPENING IT IS TO COVER. O HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. OfiE JIM DEERKOSKI, PE GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 1 PLAN CONTENTS: p 1)RIDGE-TO-RAFfERASSEMBLY. ROOF FRAMING: OCCU CLASSIFICATION R3 READ L hone: `631 298-7116 1-1/4'x 20 gauge strap shall be attached to each pair of misers in accordance to tableIM JOINT DESCRIPTION �' NAIL, NOTES BUILDINGUSE RESIDENTIAL DWELLING When a miler de ls used in Ira of a ridge map the number of 10d common mils reqQTY. SPACES!G BUILDINGHEIGHT (�PIANS) CONSTRUCTION NOTES: In each and of the miter de need not exceed the tabulated number of ed nalfs In the RAFTER TO B'WALL 3.8d COMMON EACH TOZ44ML TOP PLATE 10'WALL 441d COMMONRAFTER TOTAL SQ FT OF CONSTRUCTION (SEE PIANS) 1)The Infonmation within this set of construction documents U related to basic design 2)RAFTER•TO-WALL ASSEMBLY CEILING JOIST 8'WALL 3-8d COMMON EACH Infant and Gaming desaflr They are Intended as a mmtrunion aid,not a substitute lateral homing and shear wail connections for rafter,calling or buzz to top plate shall TO TOP PLATE 10'WALL 4-Bd COMMON 10157 TOE-NAIL for generally accepted good bu0dbg practice grid ccmpU—with current New York accordance to table 3 3 When a rafter or truzz do not fall In lire with stud,below,saCODE.2015 IRC.2016 NYS UNIFORM NPPIFI.TIM State building codec The General Contractor ls responsible for providing standard or husres stall be attached to the wall top plate and the wall top plate shall be attachCEILING JOIST TO AS PER TABLE 3 7 EACH FACE DESIGN CRITERIAconmuction detaN and procedures to ensure a professionally finished.structuraly theto thewall stud with upli t connections ReoG overhanging the mke side of the bung PARALLEL RAFTER WFCM-SBC IAP NARFRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES round and a weatherproof completed product shall be connected with uplift connections in accordance with table 3 3e CEILING JOIST UPS As PER TABLE 3 7 EACH FACE OVER PARTITION WFCM-SEC IAP NAIL EXT BALCONIES 60 2)The General Contractor Is responsible for enwdng that all work and corutrucnon 3)WAU.TO-WALL ASSEMBLY COLLAR TIE AS PER TABLE 3 4 EACH FACE DECKS 40 mach c u nt federal,state,county and 1=1 coder,ordinenm and regulations,etc Wall studs above and studs below a Roar level Moll be attached with upon connections In TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 There codes are to be considered as pert of the spedfiations 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 Mm e plan. studs shall be attached to e common member In the floor asaembtywlth uplift mmon ectIn BLOCKING 2-Rd COMMON EACH TOE ATTICS w/STORAGE 20 ®Nance with table 3 3 TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF(GROUND SNOW LOAD) 20 3)Dimendons shall take precedent over satedwi drawings RIM RVA BOARD EACH END (LIVE LOADS PIF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS) 4)WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-16d COMMON END NAIL First wall studs shall be connected W the foundation.sill plate.or bottom plate with uplift ROOMS(SLEEPING) 30 4)Tice designer has not been engaged for construction supervbion and anumct no ccnnectors Steel dve mps shall haa mhdmum embedment WIT heses In concrete WALL FRAMING: STAIRS 40 responsibility for mnruixtim coordinating with these plant,lar respomlbllity for foundation and slabon•grade,15 Inches in mammy block foundations,or lapped under NAIL NAIL G U D ILS D R O 200 • coartructlon means,methods,techniques.sequences,or procedures,or for safety the plate and nalled In accordance with table 3 3b When steel maps are lapped under the JOINT DESCRIPTION NOTES Precautions and Programs In connection wish Me work.Them are no wanantia for a bottom plate,3 Ndh square washes shall be used with the anchor bolts.Anchor bolt QTY SPACING POS C C,0 (DESIGNED FO0.GT C) Is to be spaced and simd In accordance to table 32a.In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or Implied In the use o!these plans. spacing TOP PLATE 2-lbd COMMO FOOT SEE NOTE t LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolo ere so be spaced between 412 ocher from the end of a sdl plate end all V 5)Refer to the VAndow and Door schedule for exterior openings comers TOP PLATES AT JOINTS FACE 4-16d COMMO (ROOF-FO'NDATION1 DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA SIDE NAIL N IUNG C U G G 6)The Genesai Contractor is to emune that masonry or prefaboded fineplam meets 5J TYPE I EXTERIOR SHFARWALL CONNECTIONS SPUD TO 24' FACE EGRESS SFE 00R PLAN D WINDOW SCHEDULE or exo.dr rmnuFecure's sperffimtkxs eM applicable order. Type 1 d with,sheer mo with a t 6-o c of 7/16 Inde wood d 12-a l panel on Me exterior �D 2.16d COMMO O C NAIL attached with 8d common rolls at 6'o c et the penal edges and 12'o c In Me Heid,and FIRE PROTECTION �' SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS R3141RG 7)The General Contractor Is to consult with the owner for all built-in Items W inch gypsum waliboard on the interior attached with 5d cooly nails at T o c.at panel HEADER TO IWCOMMON 16'0 G FACECQ2 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC sudh as bookcases.shelving.pantry.closet,hams,etc edger and 10'o c in the Reid shall be N accordance with Me length requirements speefied HEADER ALONG EDGES NAIL D In table 3 15". TOP OR BOTTOM 2-16d CO PER 2x4 SND END STANDARD no NIA Uj e).Wind load requirements shall be taken Into account during comt—thm. PLATE TO SND 3-16d COMMO PER Zx6 SND NAIL G CU 0 I a� 6)pe 11 to EXTERI—IdsOR RWALL CONNECTIONS BOSfOM PLATE TO 1.x••1—"11. FOUNDATION NOTES: Tlmenextedortheanawdble316Meregdreme hortable315abM ermeappmpdea FLOOR101Sf,BANDJOISf, 2-i6dCOMMO PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 1)The General Contractor and Mason to review plans,elevations,desafls and nate,to length adJwrohent(atlon N table 316 END JOIST OR BLOCKING FOOT SEE NOTE'12 r^ SOW WIND SEISMIC FROST WINTER ICESHIELD FLOOD r^ determNe Intended heights of finished flw,(,)above typical grade 7)INTERIOR SHEARWALLCONNECTIONS FLOOR FRAMING: LOAD SPEED DESIGN WEATHERING UNE TERMITE DECAY DESIGN UNRERURED ARDS Vol rP+ Allowable ddewall lengths provided In table 314 shall be permitted to be I sed when LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED �/ , 2)All footings to not on undisturbed(virgin)soil Interior Mearwalls are wed sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE fLIGHTTQ 2 442 and 22 4 respectively. QTY SPACING 20 PSp 130 B SEVERE 3 Fr. if YES - pectNety. TO HEAVY MODERATE co creta or V!'expansion ywells Joint materiel between concrete deer and abutting 101ST TO 4 PER TOE � � Ed COMMON _ J conaria ornresonry walls occurring In,ustertor or unheated interior areas. BJ CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL TOP PLATE OR GIRDER Jo1rr NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: /'~•w/ 4)Any new coneete wells being attached to existing concrete stru shall Header and/or girder connections shell be attached with uplift connections In accordance BRIDGING EACH TOE with table 3 5 Window rill lata shall be have steel connectors In accordance with table TO IOIST Z'Bal COMMONEND NAIL NAIL SPACING NAIL SPACING H INTERMEDIATE be Installed with/5 re-ber,1B'long et 12'o e Use approved epoxy for Installation 3 5 P SHEATHING LOCATION NOTA V— O BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2-8d COMMON4'PERIMETER EDGE ZONE ed COMMON®6'O Ed COMMON a 6'O G SEE NOTA 1.3 5)Unless othervdreck sen all clubs l grade ro be 2500 p s I Concrete to be TO JOIST END NAIL poured on 4lnch Mick rand or gravel BII with 6x6 wire mesh reinforcing density dabs 9)CATHEDRAL ridge CEILING ASSEMBLY BLOCKING TO EACH TOE INTERIOR ZONE Ed COMMON®6.0 Ed COMMON®IZ-0 C SEE NOTES 1(BOTH FIELD Where e ls ro be used m e nmmral beam,the reRm shall eithertoac notched and ALL OR TOP PLATE BLOCK NAIL 'y to be minimum 3-1/2 Inch thick All fill ro be compacted to 95%relative density with sdRe3-ltd COMMO NOTE Z FOR PANEL FIELD 6'madmum Ili(leym) anchored on top of the beam or slope ingCon n shun be attached a each miter-to-ridge be be GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON®4'O 8d COMMON 0 4'0 C. SEE NOTES 1,3 along the open ailing pert o!the bulldlrrg Connections to the ridge end wail,hen be be LEDGER STRIP EACH FACE 6)Crawl,peas ro be provided with a mininmm IBf am eoxn opening.Install one attached with Me above requlremantf. TO BEAM 3•16d COMMO JOIST NAIL 8x16 cat Iran foundation vent for every 150 sq R of area JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: TO BEAM 3-BacDASMo 101ST NAIL 7j Da=mexterior ru foundation with bituminous meting as per sectioned over 0! THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTA ONLY. N YS Residendal Construction Code A 6-mll polyethylene Nm stall be applied over 1J UNm otherwise rated all homing material to be 11 ACQ pressure treated lumber BAND JOIST PER END the below portion of exterior wails or ro backfilling All fastenm,hangers and archon to be gaHiniced or stainless duel. 3-lbd COMMO grade po prior b6 TO JOIST IS JOIST NW L 1)For roof perimeter Ie z 4 feet of the perimeter edge of Me roc/.Including 4 fm on each tide o/Me roof peak. BAND JOIST TO PER TOE NAIL the 4 foot perimeter edge cone attachments required shall be used rT1 8)Drainage as per section R405 of N YS Residential Construction Code 2)Girders for deh joists to be bolted ro ends post with washers and nuts Z-16d COMMO 'ra0n' Gldm on concrete pier 0.11 be anchored with proper steel mnnerto.—hosed SILLOR TOP PLATE FOOT SEE NOTE 1 Into concrete with a minimum 12'da x T to anchor bolt with washes and nuts 2)Tabulated a Inch o it nail sparing assumes sheathing attached ro afar a inns Gaming member with G>0 49 FRAMING NOTES ^R For homing members with<0 42cG<0 49,the nail spatlng shall be reduced to b Inches 1)All haming tedudque,and methods as prescriptive design of 2006 SBC High Wind 3).Poco supporting glydm shall be anchored w e 12SO2'x12'thick corhroete fooflng JOINT DESCRIPTION NAIL NAIL Ec itlon Wood FraMng Construction Manual Use a minimum 12'dle x 8'long anchor bolt with warhen and nuts Footings Shall be 3 G QTY SPACING 3)Tabulated 4 Inch o e nail spacing assumes sheathing to softer/tau homing member wnh G>O 49 For below grade Porches with covered roots shall have 12'dle.concrete plan for the gird'. STRUCTURAL PANEL 8d PER TABLE 3 8 Gaming members with 0 42<G<O 49,the nall spacing shall be reduud to 3Inches o e 2)Unless otherwise noted,all frensing and tucturel wood material to be e2+BTR v1FtAT•sec WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Flr 4)Ded)olshtohave blocking at BDoc CEILING SHEATHING• SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTA 31 Floors,walk,ceiling and mftm to be spaced at 16 Inches o e unless noted 5)A minimum of IO inch flashing shall be Installed between the Wilding and ledger JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS W THE PANEL FIELD otherwise Ledger to be fastened to building with 12'dla both with washers and nun QTY. SPACING 4'EDGE ZONE Ed COMMON®6.0 ed COMMON®12.0 C SEE NOTES 1,3(BOTH FI S) 4)Unless otherwise rroted,ell bead 0 header to be 2)2x10/2+BTR Do Fir 'Where needed GYPSUM Sd COOLERS T O C EDGE NOTE 2 FOR PANEL FlEID Be wall headers to have(2)jack studs and R)full length cords on este side ouF ail WALLBOARD 10.0 C.FlEID INTERIOR ZONE gal COMMON®6.O Ed COMMON®12'O G SEE NOTE 3 Bearing ng 6)Concr'te pie.shall be a minimum 6•above grade. openIV LVL headers to have(3)Jack duds and 2)full length studs on each Ode of WALL SHEATHING: NOTES opening Beedng wail window sols stall elm have(2)window sill plater for 2x4 wall 7)All jolt to be supported with hangm and encho.Each loin shall elm be anchored opening between 41 and 6D and 2,6 well opening between 511 and 819.Provide fire to girder(,) JOINT DESCRIPTION NAILSPANCINLG THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED W SCHEDULE NOTES ONLY and blocking where appliable. — CITY Bl Covered Rooft shag be assembled and anchored the same manner as a typlal bufidng STRUCTURAL AT PER TABLE 3 9 1)For wall sheaths within 4 feet of the comer,the 4 foot n attachment irem ruts shelf 5)All Flush beamVheadm to be Installed with heavy duty galvinied hangers and PANELS !W COMMO WFCM-SBC ng edge zone a reqs andhorswhere applicable to all connecting Joie- PLUMBING NOTES be 7/16.0 3'0 C EDGE D RAW N BY: J D F,Double up orman lsh wderwalls that ran nfiedpmHelf r the proper load and under bathtub L)All water de. drainage and venting ro be installed as per N YS Residential 6d COMMO PLYWOOD 6'O G FIELD 2)Tabulated 12 Inch o e nail spatlng assunrrer sheathing attached ro stud framing members with Floor ro have aramlc Nle inftened shall be verhfied for ro load a atlry unless rated Construction Code GYPSUM T O G EDGE G>0 49 For homing members with 0 42eG<,the cull sparing,shell be reduced ro 6 ocher o e on plans p P WALLBOARD Sd COOLERS 10.0 C C.FIELD 7)Provide 2.1-3/4-thick microlams(height to match floor),ft)around stairwell and/o 2)Verify septic system with the Englnar for Suffolk County Health Department approval FLOG SHE THING' 3)For exterior panel riding,gaNinlsed box rant shall be permitted ro be substituted for common nails other aeras opening uW%s otherwise noted(Warr) 3)If wall studs.plates or)ohm are an out during Installation for enry plumbing related work NAIL NAIL 1)PROVIDE 5/8'TYPE.X SHEETROCK FIRE STOPPING AT IOD MAXIMUM DISTANCES FOIL NON ACCESSIBLE AREAS _ IOINTDESCRIPTION 12/6/2018 2/6/2O'i O Ice edequata bad and lam to Dnoactendremre the,tructeure-V with the QTY SPACING Z)USE SIMPSON HANGERS AND ANCHORS WTIH HZ TRIPPIE PROTECTNE COATING FOR CONTACT WITH ACQ 1 10 8).Dormers running up oaf wisen ere ro be supported by double reften on either side state code and manufacture's recommendation for maximum hole dze and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS Bd COMMO 6'O C EDGE 3)INSTALL 1•Co2 DETECTOR IN ADDITION 70 SMOKE ALARMS PE0.FLOOR 9)Provide P(bridging In Floor Jolsn at BD o e Use toild blocking In Oar Jolt HVAC SYSTEM NOTES r oR LLss lz o e.F ELD Section 8602 8-FIREBLOCKING REQUIRED ander all bearingng—wa1sh 1)Mechanical submntsoeor Is responsible for edhearing to all applicable coda and safety NOTES: nd boto=shall providedhfto bcut eff all tween stories.draft ble�mp story and the roof spath vertical and m) 10)Prove Insulation baffies at eave venh between mftm Install draft blocking as requirements THESE NOTES ARE ONLY TO BE REFERRED TO IF Firebioding shell be provided In wood-frame construction in the following locations SCALE: SEE PLAN nid eeded 2)HVAC subcontractor Is W fully ctsordlnate all sytm data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY equipment supplier. 1)In ccnaeled spam a of stud welly and partitions.Including furred spaces,at Me ailing and floor 11)Unless otherwhe noted.all=is and wells to have a minimum 12'thick.4-ply Fir 1)Nailing requirements are based on wall sheathing level,Concealed horizontal furred spam fi shall also be mblodwd at Intervals not exceeding 10 CDX extedor sheathing gmde plywood.Plywood to cover over plater and header, 3)HVAC subcontractor to provide final system layout drawing and submit It to Me General nalled 6'—ter at the panel edge If wall sheathing fed Batts or blankets of mineral or glass fiber shall be allowed as firebloding in wo bucted Contractor and owner for final review and approval. Is nalled 3-on-center at the panel edge to obtain higher using pamllel rows of studs or Oagge red studs 12)Unless otherwise noted use 3/4'thick T6.G PTS Fir or Advantech plywood subfloor shear mpadfiv,rolling requirements for structural adhered with PL400 adhesive and screwed to flmr)oft Finished floor tobeInftalled ELECTRICAL NOTES: members shall be doubled•or alternate conoedon, 2)At all Interconnections between concealed vertical and horizontal team such as orasra mint 1)All electrical to be Installed as per N YS Re,idantial Construction Code 0 F NEW O over subnoor as per manufacureY insir-ti.hs. such as shear plater,,hall be wed to malnaln load path drop alllrV and cove allingt ' SHEET N O 13)All bathroom wells w have V!'thick moisture:-resistant theetmds.Gamge wails and 2)When wall sheathing Is mnflnuow over connected 3)In conmaled spam between stair stringers at the top and bottom of the run Enclosed Q. D EER �Q ceiling and over fumacetohave 5/8'thick type x sheetrodc parts All other paof building 2)All electrical work shall be approved by a qualified Underwriter membm,the tabulated number of nails shall be permItted under rtaln shall comply with section R314 B.N Y S Residential Code to have regular VY shaetrodc All walls to be taped and fiNshed to be reduced tol-16d nail per Foot c ^✓ �� _k,, 3)All electrical work to comply with 2014 NEC ((-- 14)All roof with a pitch Ins Man 412 shall be instilled with an la fi Wear bahler or 4)At opening around vent,piper end ducts et ailing and floor level.ro mist the free s approved equal Flet rwG shell be applied with o Fiberglas base with an EPDM 4)Install Smoke detectors and Carbon Monoxide detectors throughout as per mclion 8314 SOIL COMPACTION: name end prodam of combustion 1 ff[:ti!�b a torch down type material over end R315 0!IRC 1)NEW FILLTO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR r v ^7, r'y�d 5)For the fimbtoddng of chimneys and fireplaces,refer to Section IUD0116 N YS Rat hta C e. i f( y TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL f JJ ^+• ?I1 w 16)All sill plates and wood In contact with concrete to be prensure IreateQ All pleas ro REMOVE AND ADD ADDITIONAL FILL K NEEDED (d J� 111 beInstalled with a foam sifi gash and rap-r-sac termfa shield or app •d equal 2j COM (PO OF ASTM D 6 8 AND L BESTM D 1557) C%PROCTOR NOTE: o4 - SOIL Ty(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 30001{CAPACITY. FQ\o• •Z5 AR�FESS���P�