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Home My WebLink About43312-Z ��Q�OS11 FOIA, Town of Southold 11/13/2019 0 P.O.Box 1179 t 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40853 Date: 11/13/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3395 Skunk Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-9-11.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/18/2018 pursuant to which Building Permit No. 43312 dated 12/17/2018 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: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Farr,Barbara Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43312 11-04-2019 PLUMBERS CERTIFICATION DATED 11-05-2019 n Br d ecuch r h rize Si nature O�gUfFDZ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY tt_ , 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#: 43312 Date: 12/17/2018 Permission is hereby granted to: Farr, Barbara Ann 3395 Skunk Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3395 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-9-11.1 Pursuant to application dated 5/18/2018 and approved by the Building Inspector. To expire on 6/17/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $327.20 CO -ADDITION TO DWELLING $50.00 Total: $377.20 �Gdi ector SQpTyOfa Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q Y BUILDING DEPARTMENT D/ TOWN OF SOUTHOLD I NOV - 6 2019 CERTIFICATION Date: 1I f 5h f Building Permit No. x/331 Z Owner:- *84rb4ra Farf (Please print) Plumber: 6raj P;ee UC (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. 4 (Plumbers Signature) f� Sworn to before me this day of A[6j1fM 20 J=J— - Notary Public St -County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2— rjf SID Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q sean.devlin(a-)-town.southold.ny.us Southold,NY 11971-0959 COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Barbara Ann Farr Address: 3395 Skunk Ln city Cutchogue st: NY zip: 11935 Building Permit#: 43312 section 97 Block: 9 Lot: 11.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electrical License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 13 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel AIC Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures Combo SD/CO Other Equipment: DW, Gas Oven, Hood, Fridge, Micro Notes: Kitchen and Dining Inspector Signature: Date: November 4, 2019 S Devlin-Cert Electrical Compliance Form As -"qs s�,ok": SOF so(/Th, _'j -7 7512 , # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 , INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 'fie] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ([ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR I' SO ho�a0 GTyo<o # TOWN OF SOUTHOLD BUILDING DEPT. 765`1802 INSPECTION [ ] FOUNDATION IST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: -0-o"yo1CAA (,Y--,� aStA, DATE ,0 INSPECTOR r u # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND- [- ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE`& CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)' [ ] CODE VIOLATION [ ] PRE C/O - REM RKS: . [ fri_ -(k_ ' DATE fl6elf INSPECTOR OF SOOTyolo 711 fL ✓ v�lJ/� �� * # TOWN OF SOUTHOL-D' BUILDING DEPT. �o • ,o �yCom 1, 765-1802 r .. .INSP=ECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [J ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION / [ ] ELECTRICAL (ROUGH) ELECTRICAL- (FINAL) ( [ ] CODE VIOLATION ] PRE C/O L I v ll�) REMARKS: //7 DATE INSPECTOR OF 50Ulyo� # * TOWN OF SOUTHOLD BUILDING DEPT. �o • �O �ycou765-1802 INSPEC 1 [ FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] -CAULKING REMARKS: 1r' wilt Yl u DATE b INSPECTORyajlo0o s � .t FIELD INSPECTION REPORT DATE COMMENTS . b FOUNDATION (1ST) y -------------------------------------- 'FOUNDATION -----------------------------------'FOUNDATION (2ND) i ROUGH FRAMING& y PLUMBING --Q) 4t INSULATION PER N.Y. STATE ENERGY CODE cc FINAL ADDITIONAL COMMENTS __ d * a5 1 Up IN Arne n -1� t �Lo11,t- m o z d b H TOWN of SOVTNOLD OFFICE OF BUILDING INSPECTOR g 9 2 Town Hall Annex Receipt No. Southold, New York 11971 Date R eived ofTLmjP I NO", l ems i Ll�Orjc �c /10ODollars For ('i 433 k Fee for Fee for Fee for Fee for Fee for Certificate Electrical ❑ Sign ❑ Flood Development Pmt. ❑ Building Permit ❑ of Occupancy Inspection _r ❑ Cash F/Check4lawa5 ® d 00 �- 0 - ' 44a$ Building Department O '® Ef `� �` '� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD - Mall Annex- 54375 Main Road PO Box 1179 Southold, New York 11971-0959 'PA 0l 41 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert -town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� r ,. _� J ( 1fad6,5)CV Date: o?- Company Name: `�S �,, A J i ,X6,° I L Iii 0--k-'e-5-4 -✓�— Name: d License No.: q -70 - na)fc� email: wd 1c1:,,, .5 t rie 4,1 o co Address: , p , ® (J Lx�S 1 1 j Phone No.: (p3 I — Z3 JOB SITE INFORMATION: (Ali Information Required) Name: r r Address: Cross Street: Phone No.: 31 _ Z3 te 6 S Bldg.Permit#: APS y 3 3) Z- email: - Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: da/ NO ough in Final Do you need a Temp Certificate?: YES/(g issued On Temp Information: (Ail information required) Service Size 1 Ph 313h Size: A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals 0\ (K 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 2 Survey Southoldtownny.gov PERMIT NO. / 2 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined M' '20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20� Mail to: Y �� Disapproved a/c Phone: �� Expiration ,20 Bui i p ector DD MAY 18 2018 APPLICATION FOR BUILDING PERMIT -Date 05520 TOWN OF SOUTJHOLD 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 Ceriificaie-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, age t, architectgineer, general contractor, electrician, plumber or builder Name of owner of premises 5qA208 0-4 -F e— ,, (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. Loti of land on which�proposed work will be done: cy House Number Street Hamlet �' County Tax Map No. 1000 Section 27 Block � Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre es mten ed use and occupancy fro osed construction: a. Existing use and occupancy T 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 occupanc , specify nature and extent of each type of use. 7. Dimensions of e ing structuref any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Sforids1r4 : 8. Dimensions of entire new construction: Front Rear i ��'. �DepthrR f Height Number f StoriesMP zP` v 9. Size of lot: Front ear Depth ;- 31 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated KA-f 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Vill excess fill be removed from premises? YES NO 14. Names of Owner of premisesF00170 0 Address Phone No. 91127® 5� ®7 Name of Architect 7°'7----Address Phone No 6a7 7� J Name of Contractor IAddress 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 Odluj d'®� d-uTy sworn, deposes and says t �h,PP s licant (Name of individual signing contract)above named, t�fSt Notary Public,,State of NOW YO* No.01 BU6185050 (S)He is the C Qualified in Suffolk County w. ( ontractor,A ent, Corporate Officer, etc.) Co Sion — 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 knoW e ge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this l day of C 20 •� :"' _ _ � t Notary Public Signature of Applicant Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 i 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:ith accurate location of all buildings,property lines,streets,and unusual natural or 1. Final survey of property w 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$15.00,Commercial Date. New Construction:__XOld or Pre-existing Building: (check one) Location of Property: 0v street Hamlet House No. Owner or Owners of Property: dg 6&A 7�; Suffolk County Tax Map No 1000,Section 9 � Block ® � Lot � • Subdivision Filed Map. Lot: Permit No.4 � Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporaryy Certificate Final Certificate: ) Fee Submitted:$! ) Applicant Sig ture Scott A. Russell STOIRAIWAXER SUPERVISOR � MA�.N A\�G11Eh�[]EN�C soUrxoi.D TOWN xaas.-F.o.Box 11.79 Town ®�Southold 53095 Main Road-SOUMOY.D,NEW YORK IM � ,�'"- CHAPrER 236 - STORAIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOs EVOLVE A of TBE FOLLO'"INN (CHECK ALL THAT APPLY) Yes No ® A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square f eet of ground surf ace. B. Excavation or f illing involving more than 200 cubic yards of material : within any parcel or any contiguous area_ ® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance_ D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal _ erosion hazard area. E. Site preparation within the one-hundred-year f loodplain as depicted - on-FIRM-Map of any watercourse. - E 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 Applimt section below wn your Name, Signature, Contact Information, Date & County Tag 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;DesiB essio ,Agent, ntractor,oitt r) S.C.T1�V1. _ I040 Bate ' NAME V V � iL �L �� • � � l Section Block Lot FOR 13t.ILDIN' ENT USE ONLY Contact Information: Reviewed By: — — — — — — — — — — — — — — — — — — Date.- Property ate: Prop�ertyy Addr e ss / Location of Construction Work: td/Approwv —1� ) is-� f� ed forpr - Buding Permit. _� - - Stormater Management Control Plan Not Required. G Stormwater Manasement Control Pian u Required. (Forward to Engineering Departnient for Review.) FORM ;; SMCP-TOS MAY 2014 Sig fOLA-�PG Town Hall Annex Telephone(631-1802 54375 Main Road o ;_} Fax(631)734-9502 P_O.Box 1179 Southold, NY 11971-0959 s- BUILDING DEPARTMENT NOTICE OF UTILIZATION QF-TRUSS TWX COPSTRU'CTLON PRE-ENGINEERED WOOD COWSTRUCTioN ANDIOR-.TIMBER COMS-TRUCTION Date: - , � .:. �.�. =Via;a�.� = •;=: - p Owner._ Location of Property: Please take notice that the(check plibine): 5.. New residential care g•,4� _-::'�:a=�=.:- °`� ` - .t to stamr �idenial �Add}tion Rehabilitation W.an,-bxlsting.residenbal sb uebsre to be constructed or perfonned at the iub dd.frrt f r jrf a re-Wm above will Utilize r .. �:� -Sia•• .4 g...t.-. ._t.•yv_ (check applicable line): ► Truss type constraic_ort.( - Pre-engineeredgd.- . ' .t Timber construciob T4j)- in the followirig location(s)(check applicable line): Floor frarning, lnolud1ngigfrker]s-.andAWe—Ts(P). Roof-flr biQg(R) - Floor and roof. (FR). Signature: ' lame (Penson.stabtnit#:rtg thi & •� -, . Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1112015 I '.:6 pl01919sED 2rlp Pt2oPa s' � N, V 1 �erl'i . P `t �E•' fi�lJ;&,• t 'V, ,... -..-..�"a ij r �_. N i L '!� yx°t' i,IYI,✓✓✓A" •t r r 1� 4• ' r • 1�fl '0 •w \ LLl4h' J� Y� .i�•j k�lj ,- 5. ,U IF O r J E RJ mD w fi 1 ra9c o tZoo� aVE40 • �'��a�� fin! ,q•�L UTHOR11:Ifl A"INATION OR ADDITION ' TO THIS StlRVEY IS A VIOLATION OI it 7'19 IAIk. THE NEW YOW:SLATE N r F/w MAP O r-�P- YO1 l E RTY TIO Of THIS SURVEY my NOT OMRIM c LAND SURVEYOR'S V411 SEAR SI ' T�Aljam ''u ��Y i' V F b SERI SILALL�:,t 0E CONSIDER[D •�/ (J �• ID A VAt*MUE C,411. JOHN ( /fit ! M w4ANTEIS INDICARD WC&I S1,AIE SUN J ��f 1 i V ,•E V f 11 i Y TO T11-rest"..EOY ultw.,THE SURY[Y "' • AM AND*.,i HIS ECUAII EO tw COWAM. QbVI,••:.0►I,AT A4HdCYAW Ai, •Y't'nI..w.;.:':t.Y': : ' Jtiiy di I ':1M:ASS.6i•:LRT 01 ./i• Mot, ` WALAUMIS A a:Jl ,.A►tgp • rr"i A J � V�J 1 �.►E�\ ^�, � Na•At ..\n..••1 S OD$WSWut. V4 N 0 P1 , �e /may, 41 R,ra�•a,i•i�sef - >t_' U n t�Or11111;Cn t / ! AhtCYtGetM TMe hTtsurmus 2Q/c� l ,pelt I+,Iq ♦hte Z-dg Marbor .ldvitJ jo �1rz9uvuslsecf „EaK..21 19?7• �r� • a,�7 ACG' •� 200CMIC VAN,'7'WYL, p\ C. �.ICCtIst Ladd Surveyahs T�+le N4 07-8-776(6 At" LOT ARCA 15,896 SO Fl, NOW ()h' FG and .;.; remorns S b1k wall :> 04's 0 WE —meandering wire fence on line ;n 1,edfence 'T CCT I Y locust CA",U) post � ! 20 w f _ f=L. Al2niT7&fi i \ —`36'- wood deck i (X" - Q I. �j (D SHY �T �p �oOF 7 E CO n, U 3l.fi' sty r L? FR Cn Lij 0) ' o --J reloted over ! ! J 111 rnosonry = j ( I(7 st0 r,p (_LJ - u, X .tA 1-- 560 d> r 5 26.7 " i I JUN 1 201 BUMDI aiG DEPT. i QIItNXKRX47Q`ttIM1, ANO 017 EASUMENTS �. OF RFCORO U ANY, NOT SNOWN ARE NOI GUAIMTrm THF_' OFFSETS (OR DIMENSIONS) SHOWN HEREON PROM THL STRUCTURES TO DIF PROPERTY ONES ARE FOR A SPECIFIC PURPOSE AND USE AND MEREFORE ARU. NOT �(t1[,I NI? i 'c)i�� f (( ( No �),j;)r�f INTENDED TO GUIDE T14E ERECTION OF FLNCES, RETAMINO WALLS. POOLS. PATIOS, PIAWIIND AREAS, ADDITION TO BUILDINGS OR ANY 004FR CONSTRUCTION ';(JRVf'YC1) IOFR BAF Vf RA ANN I'MIR umuMDRam ALTERATION'DR ADDITION TO THIS SURVEY IS A MOLARON OF smiON 7209 OF THE NEW YORK STATT EDUCATION IAtl MARANTEES INDICATED HEREON SHALL RUN ONLY TO TIIE PMSON FOR WHOM ML I-OT AREA = 15,896 ,Std U. NOW OR fC1RMF-pf Y I,1_.',1nlhfv;+.; FC and remains blk wail SJ 3'43 00 E-- r 04's a ,n meandering wire fence on line ,n wedge fence d• r!'I N i �! Lf') I '-- Y locust GAR V) post — -- - - - 0"8 N !I r, iry FR c� t1R i a. 70 3' _ — °1 wood deck i + C1. r4 i ! x a s' �� 2 STY C C O FR ? LL-i r)WE Ll, 0 t4' 32 6 M 7-71 roofed over Y _J LLLLII C}- n1c1SUrTRy (/) Ln ;,y stoop c i Lf) x (y X60•Lip' ?fi^ ;50 DD iJ - L INE JUN 1 20183A Y _ BUJULDING DEFT. TOWN OF SO UTHOLD THE EXISTENCE OF RIGHT Or WAYS AND OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE EEOI GOMWITEED T"F OFFSET$ (OR DIMEEMNS) SHOWN HEREON FROM THE STRUCTURE'S TO ME , PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT J013 NO 12-98 f II,f No, 9-50 i- - - K04DED TO GUIDE THE ERECTION OF FENCES. RFTAJNINO WALL;, POOLS. PATIOS, PIANRNO AMM. ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION MRVCYCt) FOR IDARRARA ANN FARR UNAUTHORFXED ALTTRATTON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SFCIION ' 7209 OF THE NEW YORK MAX EDUCATION LAW, MI RANTERS INDICATED HEREON SHALL RUN ONLY TO'DIE PERSON FOR WHOM ITR /v GAR 0 8'N v; nos! 7 r CAR nT 1 20 i' I as 11l j— ii! cc! It Ld 3 24 4 wood Jerk i j e� cY N Q S N) 2 4�^ 1 l� C; Q ' aT n F R Lel f: 1 LIJ DWE:I-I I sty 1 n i2 6` ; Lc� -14 `?-- re�nfed over i J =�. masonry I t v7 f y) \ V i 26 %',50 y i 1 10 I Ii DDL4ATr JUN 1 2018 �; }� 1,,.{� f1�,F._N; r-- 1 11 B7011,DING DE PT- TOWN OF SOL-TyiLOL a _ IHf EXISTENCE Of' RWHI Of WAYS AND DR EASEML?JTC Of RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED THE OFFSETS (OR DIMENSIONS) SHOWN HEREON TTNOM THE STRUCTURES FO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT 10fl No ,), cin FILE NO 930 F IWE NDED TO GUIDE THE ERECTION OF FENCES, RETAINING W&M POOLS. PATIOS, PLANTING okgEM, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION SljRVGYFD FOR BARBARA ANN f ARR UNAUTHORRED ALTERAT}JN OR ADDRION TO THIS SURVEY IS A VIOLATION OF SECTION 7205 OF THE NEW YORK STATE EDUCATION LAW GUARANTEES INDICATED HEREON SHAL RUN ONLY TO THE PERSON FOR WHOM THE SI'I;IATE.t) AT C;UiCHO,-,0F SURVEY IS PREPARED, 0"D ON HIS BMA.F TO THE TTRF. COMPANY, GOVERNMENTAL AGENCY AND LENDING EHSIBU110N USTCD HEREON. AND TO THE ASSICNEfS OF THE LENDING INSTTRTTION GUANANTT:FS ARC NOT TRANSFERABLE TO ADDIIIONAL INSTITUTIONS iDWN OF= SOUTFIC)LD, SUFFOLK COUNTY, N Y OR sUR1.•"ENT OWNERS COPt£S OF B11S 5URVE( MAP NOT DENTING THE LAND SURVEYOR'S MKLtI Si.AI,Utt SC'AlF T" :SC' UAi 5-11-•2012 EMBOSSED SEAT SHALL, NOT BE CONSIDERED TO BE A VALID TRUE COPY (-ILIAD MAF' No DAI E CERTIFIED ONLY TC): LAX MAE-No, (R ON!Y) 1000-97 -9- 11 1 DISK BARBARA ANN FARE? -- WFLI_.5 FARCE? HOME MCORCAGE1~I;1(il lt_ R' i R/MC;f- ON JP, CHICAGO i l i F.• INSURANCE COMPAN'1` LAND SURVEYOR `r") 0 BOX. 616 j 1866 WA DING RIV I-P-MANOR RD, WADING f IV N, NF W Y(),'-`lk 11792 NY I-K- No, 31423492 HAROI I~3 F- RANCHON JR PENN. I_IC No ?III')--C t �r� Ix � •{ s xt[ r "� •' is !� V j�.l�.��y•^,' i• t •Syi ••'.yN„•..n' /j . .1�' . i''�5" ��t �'�<•��`�"S• �{�• tj1• 4 w 'r... 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PLAMTMG Ar&k% ADDITION TO =LDTNGS OR ANY 071*R CONSTRUCTION SURVEYED FOR BARBARA ANN FARR Il/ LMAM40RM ALTERATION OR ADDRION TO THIS SURVEY IS A VIOLATION OF SECTION —7208 GF THE-MV,YORK STATE EDUCATION I AW _ GUARANTEES"!qi TED HEREgV %WL RLNV ONLY 1O THE PERSON FOR WHOM THE - SURVEY IS PREPARED. NO ON HTS BEHALF TO THE 1TR.E OMPANY, GOVERNMENTAL AGENCY AND TENDING ImMUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTILEMON. GUARANTEETi ARE NOT TRANSFERABLE To AD"AL INSTTIUTRONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR-SUBSCOUENT OWNERS. -- - - 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' -DATE 5-1.7--2012 EM9OSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY FILED MAP No DATE CERTIFIED ONLY TO, TAX MAP No (REF ONLY) 1000-97-9-11 1 DISK 2012 BARBARA ANN FARR WELLS FARGO HOME MORGAGE HAROLD F. TRANCHON JR. P.C. CHICAGO TITLE INSURANCE COMPANY LAND SURVEYOR P.O. BOX 616 J F1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y LIC. No 048992 631-929-4695 HAROLD F TRANCHON JR PENN. LIC No 2115-E GAR % locust WN Q Q F'R 41 20 3' LAJ Ld ",od deck < s Ky 2 F-1 Ca FR b C:' S) 6' x L 14 Lu o i ed over ? rnw;onf) 500o' 't3. 50 26-, VV 0 00 , MON OL;?.W D JUN 1 2018 BUILDE'4G DEPT. TOWN OF SOUTHOLD 110 EXISIFN(l OF U1100 01 WAYS AND OR EASEMI-NI", 01 RECORD 11'ANY, VOT %1fOWN ARE NO) GUARANWED 111E QFFSLM (on DWEIISJON%) SjjOWN HEREON FROU TIE STRUCTURES FO 111F FIROPE91Y LINES ARE FOR A SPFCIIIC PURPOSE AND USE AND THEREFORE ARI NOT Jof?, Nr) 12 98 FILE No 930 F tWt'NDrD TO GUIDE THE ERECTION OF FENCES. RETAINING WAL"' POOLS, PATIO',. PLANTING AREAS, AADTn1)N 70 AUILDINGS CA ANY OTHER CONSTRUCTION SURVEYFD FOR BAROARA ANN I-ARR UNAUjHor?jZj_'D ALAAAFI:IN OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7200 OF 114F NEW YORK STATE EDUCATION LAW, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THF PERSON FOR WHOP[ THE c'1lHAFK[,1 AT CUICHOGME- StjAVEy IS PREPARED. IM ON HIS HjH#,LF TO THE ITILE COMPANY. GOVERNMENTAL AGEN(,y AND LENTANg 1',,mjMpJON LISTED HEREON. AND To THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARC NOT IRNNSFERABLE TO ADDITIONAL INSTAU"ONS OWN OF S0tjjj-j()i_17 Stj!`Foj_K ('OUNIFY, NY OR SWISEQUrtif OwNfit. Cop;E!, or THIS SURvEr MAP tpj 61"INC. Air LAND SURVEYOR'S 114KLII %I'm 014 30' EUWSSED SlSHALL NOT BE CONSIDERED TO BF A VALID TRUE COPY i) VIAP IN,) ONLY FO- IAX MAP No N0 ONLY) !000 -97 -911 1 BARBARA ANN FART? 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NEW R-15 BATT INSUL U EXIST REMOVE & REPLACE O KITCHEN 0 EX15T WALL UP TO NEW EXISTING EXTERIOR -� ELEVATED GJ 2X4 WALL - Q (RENOVATE AS SHOWN EXTERIOR WALL RE-CON5TRUGTION: m w ON SHEET A-1) GONSTRUGION WITH REMOVE d REINSTALL NEW 2x4 5TUD5 '- N EX157 DINING R-15 BATT INSUL (VIF) �-, N @ 16" O.G. w/Y2" COX PLYWD, TYVEX �,r �, r NEW FINISH ROOM � €.:_`,�'' � �� i:' ThermaWra VAPOR BARRIER (w/ R-5 s p IDING per FLOORING PER #I DD INSULATION VALUE) B NEW 5 p HOMEOWNER EX15T FIN FLOOR U `moi HOMEOWNER . -(NO G,HANGEL MAY 1 6 2019 v (SET TOP PLATE @ HEIGHT OF NEW G-15) - - ELV +I'-8" GRADE_ EXIST EXIST 4x<g SISTER EXIST (VARIES - VIF) Tt O rte'OF SOLD SUBFLOOR GIRDER (VIF) 4x6 FJ @ 24" ELV 0'-0" /� TO REMAIN O.G. @ AREA !�S (VIF) OF REMOVED " GIRDER (VIF) ARE D q EXIST 8" GI"1U s EX15T �� VIN sRcyj FDN (VIF) BASEMENT A EXIST 5"x16" DRAWN: VC/MS PG FTG (VIF) II N CI SCALE: �'' X22339 0�� JOB#: OF N E� March 23rd,2019 SHEET NUMBER: 5O7ION ''A—All SCALE: I/4" = I'-0" A- 1 PERMIT SET (05/30/2018) - dwg updated 03/23/2019 REVISIONS: EXIST RIDGE- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EX15T SECOND FLOOR VAULTED GL5 Y LiNEW ...................... EXIST 5EGOND 'T — — — — — — — — — — — -- — — — — — — — — — - EX15T FIRST FLR C - - - -- - - - - - - - - GL6 C) T-- EX15T FIRST ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - --- F= FLOOR - - - -- - - - - - - EX15T GRADE (VA R—lE 5) EX157 FRON7 ELEVA710N FROF FRON7 ELEVA710N SCALE: 114" = 1'-0" SCALE: 114" = 1'-0" 7� az r..4 -4 u ;:3 M EXIST RIDGE � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXU5T 5EGOND FLOOR VAULTED GLC REUSE EX15T AIG UNIT C,� Qj r- 0 NEW NEW .j, 6 PROF VAULTED EX15T ROOF OVER "- KITCHEN 4 DEN TO BE KITCHEN FRID6E\ REMOVED — — — — — — — — — — — — — cz c) C, — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - ............. PROF VAULTED — — — — — — — — — — — — — — — — — — — KITGH—EN G-Eil-KC, m 51 u') 41 C% CO — — — - — — — — — — — — — — — — —• — — — — — — — — cc C) O PROP PORTICO ❑ ■ ROOF GANTILEVEREP EX15T NEW EXI5T DEGK L--1 L to REMAIN EXIST FIRST EXIST FLOOR — — — — — — — — — — —B I L-CO —NEN BILC-,O — — — — — -- — — — — — — — — — — lz EXIST GRADE DOORS DOORS (VARIES) EX15T OUTDOOR 5HONER to REMOVE 4 REPLACE REMAIN EX15T E31LCO DOORS - F-XI57 REAR ELEVA710N FROF REAR F-LF-\/A710N NEW SELECTION Br EXIST HOSE BIB SHOWER to HOMEOWNER SCALE: 114" = 1'-011 SCALE: 114" = l'-O" REMAIN u U) EFEDqR 0 I Ni A LG iw (j) A DRAWN: VC 0e3 SCALE: Op JOB#: March 23rd,2019 SHEET NUMBER: A-2 PERMIT SET (05/30/2018) dwg updated 03/23/2019 REVISIONS: EX15T _ RIDGE -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXU5T 5EGOND FLOOR VAULTED CLG - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L J EXIST O EXIST 5EGOND - N FLR "G EXIST FIRST FLR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - La ]x. H w Ei X15T EXIST EXIST ^ REMOVE 4 REPLACE EXIST BILGO DOORS - NEW 5ELEGTION BY HOMEOWNER EXISTFITT - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLDOR 1z - - - — EXIST 5S' DE (VARIES) EXIST LEFT ELEVATION FR®F LEFT ELEVATION v SCALE: 1/4 - 1'-011 SCALE: 1/4 = 1'-0" � z EX15T RIDGE �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M U r T�' - -- ---- - -- - -- _ - - • - - - - - 1 EXUST_5EGOND _ FLOOR VAULTED GLG_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — REUSE EX15T o — r••a N � - - NEW iL - x u IL U, ' NEW EX15T 5EGOND = - O X o u N FLR - 12- - 2- - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX15T FIRST FLR - - - - - - - - - - - - - - - - - - - - - - - - cc v GLG - - - - - - - - -- - - - - - - - _ _ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — C, CO CO v - --5'-O" - u A NEW SIDING AS � � +� REQ U)00 U cn N 41 ❑ o NEW NEW IS � NEW REMOVE 4 REPLACE o EX15T BILGO DOORS - NEW 5ELEGTION BY EXIST FIRST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HOMEOWNER- - - - - — FLOOR EX15T GRADE (VARIES) ALIGN FASCIA LINES AS U REQUIRED - V.I.F. EXIST RISSHT ELEVA710N f=RoF R10H7 ELEVATI®N N SCALE: 1/4 1'-0l' SCALE: 1/4 ]I-oil x f�_RED,q�,c Ca Ev 1 N S r14 N 0 DRAWN: VC �. 22339 �Q� SCALE: OF NE JOB#: March 23rd,2019 SHEET NUMBER: A-3 PERMIT SET (05/30/2018) - dwg updated 03/23/2019 I REVISIONS: APPROVED AS NOTED FEE: 2_ (- ,b BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FORTHE THE FOLLOWING INSPECTIONS: COMPLY WITH ALL CODES O I. FOUNDATION - TWO REQUIRED NEW YORK STATE & TOWN C ODES FOR POURED CONCRETE AS REQUIRED AND CONDITIONS 2. ROUGH - FRAMING & PLUMBING 3. INSULATION u 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. T07HOLD TOWN TWi f ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW _____ N.Y.S.DEC YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 24'-5"± 10 24'-5"± 100, 12'-0"± OC'CUPANCY OR O EXIST E31GO LOI USE IS UNLAWFUL DooRs BEo�1 [� °° �-------- — ------ -------------i — WITHOUT CERTIFICAT ;14" x 6" I PROP 2nd FL PROP KITCHEN DE KING DEGK ABOVE REMOVE 4 REPLACE PROP 2nd FL OF OCCUPANCY D I 10'-6"± EXIST APPLIANCES, Q DEGK SMA SOFFIT Lu > FLOORING 4 GYP BRD REMOVE REMOVE EX15T: �___ REMOVE � p v � O I ,�_� EXIST CHIMNEY EXIST ` '"i� O > m i NEW AS REQ — _ — _ CHIMNEY NEW EXIST) -- ice — � GHIMNEY I m _ � 4 NEN \ i - - - NEN - -- - - - - - - - - - w D-- --D---------------�-�---T-I I III O � �[ 50x 68 5LDR Fr Lip � TW20210 UP B n° b pl I p Z w y ra -- - � — Z ° vo _ ' ' STOV V ATER RUIrJOFF 7 � = z � I ABS ° - - - - Cti�T�ttl� r EXIST WELL " v ' VENT STOVE HOOD I D/W N NEW 2x6 RR I - O FLIT;SUANT TO CHAPTER 236 � O i EXHAUST TO OUTSIDE Lu © 16" O.G. HI HAT HI-HAT n PUI1P x z REAR WALL A5 REQ PENDANTz ILIGHT I LIGHT 1 OF THE TOVd�d CODE. F--� v v LIGHT Lu :'�- -----� YI HI-HAT ExIST 4x6 FJ © I I > d;� EXIT I LIOHT _ 24" O.G. (VIF) I I o 0) DINING ROOM } �I > t i LL w z x / i i - +� + �' PROP I ^ cz X I I (7 2 GLC) �,� / • NEW 2x8J O N a PROP N�� ----i �r w w I I a' PROP � . . — . . I p + I R106E _ _ I 5TORA6E N d- I o r I I PROP FAN 6 I Gn _ I WIG w � I I — ° qqD x � i FAN i ; Z. I I TR4CAL --- I tUNEW 24" 5OR x 12" Lu I I I I + LE C w N I p I I = HI-HAT I HI-HAT ECTI®R RE THK PG PIER 4 4 I I HI-HAT-, - -------� dJ IR$p L.G. (LOCATED I I - LIGHT EXIST Int FL r I I LIGHT HI-HAT i LIGHT I q q I I A A REMOVE EX15T DROPPED A AI A-4 UNDER NEW I I A-4 A-4 HEADER 4 INSTALL NEW A-4 DEGK to A-4 LIGHT PROP 5KYLIGHT GIRDER) FLUSH GIRDER) 1-314" x �'4° LVL — OVHD_ — — — REMAIN I +fiery R (ALIGN w/ EXIST - A-4 B--4 ,I I GABS REF I 6 MATCH SIZE) I TRUSS PL•AGARDII'm1G F3Ef�UfPED EXIST (3) 2x6 F— EXIST EX15T (�) 2x6 i i EXIST - - _I -- __ _-_---- GIRDER GIRDER I I DROPPED -------------------- HEADER EXIST POST I I EXIST P05T to RE�1AIPd REMOVE EXIST WALL LOFT REMOVE EXIST GJa +� C I to REMAIN wa o-' EXIST 2x6 - ExiST x6 FJ @ i EXIST w 4 INSTALL NEW X N I-3/4" x Y4" GJs © GJ & 2x6 PIPE WATER LINE TO NEW 24° o. . (VIF) FIREPLAGE RR (VIF) REF FOR IGEMAKER PLUMBER CERTIFICA PON >lI I w � = I6" O.G. I EXPAND EX15T ROOF LIVE EX15T I EX15T ON LEAD CONTENT BEFOG� N Q ' ' a CERTIFICATE OF OCCUPA t;,, 7� v w v w STOI��E SOFFIT • r-1 F D D EXIST 2x8 I I // % - --- a x x , , PROP 5-Io ± w SOLDER USED IN WA TF - - - FJ � I�' , I LOO SUPP � X o Q LYSYSTEM oANNU7 w w O.G. (VIF) FAN w c�lLu EXCEED 2110 OF 1/LEAD. EXIST / II I F— —1 � � rkn FUF�NEF 5ASEMENT I EXIST 8"x16" ' TUB — � PG FTG (VIF) i CAI EXIST I - �SKL� EXIS .\ w 1 SKL M v ct EXIST LIVING BOOM EXIST 5ATH I L — H/ H I EXIST 8 GMU I I GHIMf lEY FDN (\/I'=) SOFFIT • I I EXIST 4x6 EXIST GIRDER It_ ,\ j DN GHIMNEY /� \ ------------ T :. o`J - -. I �� I �" �'df:i;�'-� t_iNES SSE �L N w I EXIST 2x6 I I TESTING BEF-QR� COQ WIG OIL IIx ° I i EXIST(V F)FJ \ DN RR (VIF) I yL � LLO ii V EXIST I 11 Lu 1 1 DEN EXIST GJ p /— EXIST 8"xlb" EXIST 4x6 I I (VIF) _ _ EX FTG (VIF) I I EXIST EXIST (10'-8 to EXIST GIRDER ,,I I ROOF m v u EXST 4x6 FJ 1 GR,�1NL �P��E BEDROOM SLOPED GL6) I EXIST 15KL I I BELOW o � u E3EDF,OOM I L _ J �— as o. m o \ X � j i i UP0 ID I (6'-q" CLO) p I o. 24" O.G. (VIF) I I (�-10 GLC) ;4 I I EXIST 2xL� GJ EXIST 2x8 cz o �E/1 \— EXIST 8" GMU , (VIF) GJ (VIF) I I I w FDN (VIF) X u O I I ' EXIST RR ( EXIST RR I o °' \ (VIF) (VIF) I? ca L: LLI — — — — — — — — — — — — — — — — — — --j L — — — — — — — — — — — — — — — — — — — — — — — — — — dam+ Lu EXIST Nw AORTICOFD) Do 0 r, 7• �A5MNT PLAN (NO CHANGE) UP - N ... - SCALE: 1/4" = 1'-0" Toll J(3T: l �2J F I R5T �LCOR PLANN fpOPO5 � 5 GOND FL.00F FLAN 0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" N Ile U) a ,.. . I l NALL LEGEND: DRAWN: VC/MS 0 EX15T to REMAIN SCALE: JOB#: [ EX15T to be REMOVED December 10th,2018 SHEET NUMBER: Q NEW WALL CONSTRUCTION ' A- 1 PERMIT SET (05/30/2018) - sheet updated December 10th, 2018_ REVISIONS: NEW ROOF EX15T ROOF EX15T _ RIDGE — -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXU5T SECOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - _ - - - - - - - - - — FUOOR VAULTED GL6 - - ---- �j - ----- - EXIST -- -- O - NEW 51DINO AS - REG - i EXIST SECOND N FLR - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST FIRST FLR - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - 0 ' EX15T ROOF OVER DEN TO H BE REMOVED w ^ EXIST EXIST EXIST (3 Lir- - LL=2� EXIST FI T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR = EX15T GF14DE (VARIES) X157 LE1=7 L \/A71CN f=R0F L r-fi ELEVA710N v SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 7:$EX15T ROOF NEW ROOF 39 a z o EXIST MATCH 51ZE 4 ALI5N NEW RIDGE SKYLIGHT w/ EX15T - VIF 03 EXU5T SECOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR VAULTED GLC - -- - - - 7FEXT EXIST NEW i - PROP PORT'IGO 00 - -' GANTILEVERED o v EX15T 5EG_O'UDcz FLR _ - - - _ ------- 12 - --- ----- - w N - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - 00 EXIST FIRST FLR -- - - - - - -- ---- — ------------- - - -- -- - - -- - - - - 0 5'-O" � - - ' - - - - - - - - — cc F, .� 1 - - --- m OVER KITCHEN N c) p ■ cs NEW NEW TO BE REMOVED w '� r' EXIST EXIST o NEW SIDING AS REQ EX15T FIRSTlip - - - - - - - FLOOR -� EX15T GRADE - - - - - - - - - - - - - - - - - — u W (VARIES) U Ocn X157 R16H7 FZLEVA710N FROF R15H7 ELEVA710N H SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ED qR �Ev 1N Sc c'�i�, 9Y * � � N * DRAWN: VC (P SCALE: f), �223E? 9 p� JOB#: SOP IN May 21st,2018 SHEET NUMBER: A-3 PERMIT SET (05/21/2018)_ REVISIONS: z W NEW 2x10 NEW CLOSED CELL SPRAY RIDGE FOAM, 6" THICK (R-4q) TOP NEW 2x8 G RIDGE (MATCH_ EXIST) NEW (2) 2x4 G.T. @ 48" O.G. ELV ±22'-O" ROOF O (MATCH EX15T GONFIG 8 HEIGHT 14" V.T.R. OF EX15T G.T) NEW 2x8 RR 4 16" O.G. W Y2" GDX PLWD, 15# FELT, 235# ASPHALT ,s SHINGLES, 4 ICE-5HEILD UNDERLAYMENT A5 REQ NEW Y2 GYP sf i H } BRD @ WALLS ay` r NEW 2" CL05ED GELL I _ _I_2 ++' GLG5 (TYP) N''krf SPRAY FOAM 4 R-15 r2 BATT INSUL I "} KEMOVE EXIST RR 4 PROP NEW WALL RE-(ONSTRUGTION: N INSTALL NEW 2x8 GJ © GL NEW 2x4 STUDS @ 16" O.G. w/Y2" GDX +, X PROP 16 O.G. (SET AT PLYWD, TYVEX VAPOR BARRIER 4 p w ( I NI STORAGE HEIGHT OF EX15T DEN) NEW SIDING per HOMEOWNER -N I 5HOWER Y UNDERSIDE FIRST 5EGOND FLOOR I WG FLOOR GJ5_ NEW 2" GL05ED GELL NEW FLUSH GIRDER (MATCH EX15T) (ALLG ANE) NO N I cn iv SPRAY FOAM 4 R-15 EXIST ELV ±q'_O11 I Q� BATT INSULKITCHEN �- EXIST WALL I TV (REMOVATE O REMAIN EXTERIOR WALL RE-GONSTRUGTION: m A5 NOTED) REMOVE 4 REINSTALL NEW 2x4 STUDS r EXIST DEN ;r �- I— — —I— —211 — 16" O.G. wlY2" GDX PLYWD, TYVEX FIN15H 2 NEW VAPOR BARRIER 4 NEW SIDING per FLOORING PER I I I I HOMEOWNER I - (SET TOP PLATE @ HEIGHT OF NEW CJs) HOMEOWNER EXIST FIN FLOOR _(NO CHAI NGEL I I I= I= I i = I c/) o N .f' --- — ---� _- ELV I I I N (VI N \ M 5HOWERI i CCS EXIST EXIST 4;:b EXIST 4x6 FJ @ / (VARIES - VII=) FIRST FLOOR F� 5UEFLOOR 61RDEF (VIF) 24" O.G. (VIF) ELV O'-0" (ALL EXI5TIN - REMOVE D/ � � I � � GG WG TO REMAIN 4 REPLAGE FIXTURES per - I (VIF) HOMEOWNER) a. G.0.1 _ — — EXIST B" GMu EXIST FDN (VIF) BASEMENT (NO WORK G.O GONNEGT TO 5CDH5 EXIST 8"x16" TH15 AREA) PG FTC (VIF) SANITARY MAIN A5 REQ cu o SCALE: NTSx ,n U = rn m o .2 SECTION IlA—A o o x SCALE: I/4" = I'-0" o � 0111) 0 90 0-' � � �, Ln U N w O W 4 W ENERGY 0ALC5 Cavity Continuous O Component Assembly Orientation Gross Area Insulation Insulation U-Factor UA SHGC C!� R-Value R-Value Q • Building — ----� i CerUn 1 Cathedral ceiling �— — I 384 ft2 0 0 49 0 0.02 8 N •'Wall 1 Wood Frame,Wo c. Unspeci 1... 280 112 i 15.0 13.0 0.037 ' 9 •Windowt VlnyllFlberglassFram... Unspecified 38 ft2j 0.28 11 040 Q TOTAL: 28 (26.3` BETTER THAN CODE) MAX ALLOWED UA: 38 U) SED NARC * 'f A F }� * DRAWN: VC SCALE: 0? 339 �10JOB#: �" F NO May 21 st,2018 SHEET NUMBER: • A-4 PERMIT SET (05/21/2018) REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT 4"MAX. LOAD KING STUDS (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20/15 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE 4"DtA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1).Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners•hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. X RAFTER JACK STUDS • R `O 3).Posts supporting girders shall be anchored to a minimum 24"x24"02"thick concrete en footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Fiootings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECTION 4).Deck Joists to have blocking at B'0 o.c.. O LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing shall be Installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x6 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER J LEDGER ALL OPENINGS LSTA12 1-1/4"x`12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers STAIR RAILING ROOF LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALLOPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD and nuts at 16"o.c. 1-1/2"SPACE 6).Concrete piers shall be a minimum 6"above grade, w E-+ 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. O • POST TOP PLATE '• HANDRAIL NOTES: • TOP PLATE All required handrails shall be of one of the following types H or provided equivalent grespability. BALUSTERS I--I RIM/DECK JOIST- o 1).Type 1. Handralls with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1.1/4 inches and not greater OPEN BALUSTER ATTACHED TO WALL o than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATEISTUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNIECT EACH 2). Type It.Handrails with a perimeter greater than 6.1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN "_ CONNECT TO RAFTER TO PLATE POSO-DECK CONNEC710 4 6„RAFTER RTtO 10-3/4"x 18ga.TYDOWN ANCHOR POST-10-DECK Inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNIECT OVER USE MIN.(2)1/2”DIA.GALV.BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PLATE/'WALL SPTH4 STUD PLATE ANCHOR P g g PROVIDE AN EQUIVALENT GRIPPING SURFACE „_ CONNECT TO PLATES TO EACH STUD distance of 3/4 Inch measured vertically from the tallest 8 t2„RAFTER RT20 21-1/8 x 20ga,TYDOWN ANCHOR EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 V inch to a level that is not less than 1-3/4 Inches below the r-1 4”MAX. tallest portion of the profile.The minimum width of the �--I 4”DIA. MAXIMUM handrail above the recess shall be 1-1/4 Inches to a , GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum Z radius of 0.01 Inches. �� GIRDERIHEADER nI ° NAILING SCHEDULE z JOIST POST/COLUMN ° o a M U o ° ROOF SHEATHING: POST/COLUMN 9AI NAIL ��TT JOINT DESCRIPTION SPACINGNOTESSTRUCTURAL PANEL AS PER TABLE 3.8 GIRDER/!-iEADER WFCM-SBC POST-TO-GIRDERPHEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADERIGIRDER 4x4 SOLID COLUMN PBS44/PSSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL:3-8d COMMONEACH DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. 2 1 " CEILING JOIST' 8'WALL:3-8d COMMONEACH JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST ( ) /2 DIA.GALV.BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL m N CEILING JOIST TO AS PER TABLE 3.7 EACH FACE m "d, U PARALLEL RAFTER WFCM-SBC LAP NAIL x CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL O o x � COLLAR TIE AS PER TABLE 3.4 EACH FACE 0 S!•U TO RAFTER WFCM-SBC END NAIL v BEARING PLATE00 GIRDER BLOCKING EACH TOE 2 -8d COMMON o d+ TO RAFTER END NAIL o 4� • ' RIM BOARD EACH END TO RAFTER 2-16d COMMON END NAIL U o WOOD JOIST 00 N WALL FRAMING: o w LEDGER I 1 CONCRETE PIER ••'>�" JOINT DESCRIPTION NAIL NAIL NOTES ° GiRDERJHEADER i i QTY. SPACING WOOD JOIST' '• >� 70P PLATE TO PER WOOD JOISTU.": �` TOP PLATE 2-16d COMMO FOOT FACE NAIL TOP PLATES AT 4-16d COMMO JOINTS FACE INTERSECTIONS EA.SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE Z'x STUD TO 24" FACE (MINIMUM) STUD 2-l6d COMMO O.C. NAIL Q.-ILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH IFOR HEADIER HEADER/GIRDER TCONNECTION HEADER CONNECTIO THE PROPER STEEL.CONNECTOR. 1 HEADER TO 16d COMMON 16"O.C. FACE U LEDGER TO BE CONNECTED TO BLDG.USING 1/2" DIA.BOLTS QI6"OC WITH WASHERS I I OR BEAMLOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDIGES NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS 1 TO ALLOW FOR SHRINKAGE, ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END REQUIRED 1 I PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL FOR STU (3) BEAMS PAU66 OR Wt:66 POST/BEAM ANCHOR APPLY TO EACH PIE BOTTOM PLATE TO: FLASHING TUCKED UNDER I ELND JOIST R BLOCKING OR JOIST.BAND S 2.16d COMMO OST FACE NAIL TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW THREADED TROD DECK FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES U CNW COUPLER NUT 1/2"DIA. LAG BOLTS W/WASHERS QTY. SPACING U) JOIST TO: PER TOE � CONNECTED TO BLDG. (x316"OC SPRINGER POST SILL.TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL 816 MINIMUM � of THRU- END DISTANCE BRIDGING 2-Bd COMMON EACH TOE BOLTS , TO JOIST END NAIL P044 POST ' p BLOCKING EACH TOE ANCHOR Pam •'' �y• : MINIM M � s TO JOIST 2-8d COMMONEND N ED,q FLOOR FRAMING A •c t6•TREAD o •o a ENm NICE r BLOCKING TO: EACH RC 3-16d COMMO ,�E SC, 2x JOISTS � . . •'e . �• •. 12"xl2"X12" r r r IN RADE %:`b coNC.sue °•,°a: •'' : :�� .• + ., a „ „ s� „ SILL OR TOP PLATE BLOCK u�, CONCRETE FOOTING (As REQ) 'a'•P, . • '$ c" t LEDGER STRIP EACH IF y �� • e.•a a 3-16d COMMO BLOCKING FOR . . TO BEAM JL JOIST HANGER d ' Vdia. DECK PIER i " JOIST ,� '�;? i A N LAG BOLTS CONC. ;,e°a PER PM - JOIST ON LEDGER PER I` ss� d HOLLOW COLUMN UPLIFT 70 BEAM 3-Bd COMMONJOIST "� DRAWN: VC RIM JOIST/BD. a ,4aq asMODEL �- '�� DECK POST FTG.CONNECTION BAND JOIST PER g Q- SIMP ON STRONG TIE Ri/Z p SCALE: TO JOIST 3.16d COMMO JOIS.i 33 �O JOB#: INSTALL AS PER MANUFACTURES RECOMEN(�ATIONS ' ' a LOCATION USP NUMBER May DESCRIPTION APPLICATION BAND JOIST TO: PER N E� y 21st,2018 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL SHEET NUMBER: j)ECK/PORCH LEDGER,CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ' A-5 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STU D CRIPPLE STUD •• BOTTOM PLATE o , RIDGE HEADER LEDGER BATHTUB • DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 1 0 BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP / g / JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. �C 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4'02" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20g a. STRAP APPLY OVER RIDGE TO EACH RA TEF 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ITHE FLOORS TO EACH OTHER W/ THREADED ROD, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OCIP P F•L•I w WALL STUD THROUGH—ROOF EXHAUST ot VENTS SELECTED AND Q� METAL STRAP � LOCATED BY CONTRACTOR y LL CRICKET AT TOP—SIDE OF • RIM BOARD CHIMNEY VENTILATION CHANNEL AS REQUIRED RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN AINT VENTILATION O 1 , it %e • l , Opt e %41 1 ► . � WOOD JOIST FOUNDATION - � ' � ' r ' � - , � SIDEWALL FLASHING BLOCKING ^ TOP PLATE BLOCKING F--•I FINISH WALL AND MOISTURE 2x4 LEDGER ^^ STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST H AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH AkVEN, FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON TIN. SOFFIT / EXT. PLYWOOD N ALL OPENINGS �.' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION � AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4 — 6 RAFTER RT10 10-3/4 x 1890. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' „ ROOF VENTILATION f OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� ' 8" — 12" RAFTER RT20 1-1/8" x 20+ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT 2ND. !FLOOR WALL OF FLASHING V ROOFING LAPS BASE FLASHING 4 INCHES /% z BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME • coo EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING o SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT kn WOOD JOIST cin j M .• 01 •,. ct 1 TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4 — Sp LSTA36 1-1/4 x36" 1890. STRAP AND JACK STUDS LOC ATION USP NUMBER DESC RIPTION APPLIC ATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS INSTALL 4'O" O.C. RAFTER TO PLATE AIR PASSAGE 8" — 16" MSTA48 1-1/4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE / o / 9 TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CONNECT OVER OF ROOF � ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD cn N s~ m o DBL. SILL PLATE I a TERMITE SHIELD O `— ¢" " SILL GASKET ' �— SUB FLOOR w @ WOOD JOISTS ' NEOPRENE ' cc +' CONC. SLAB - ' ° TYF'. CONIC. FOUNDATION ^ GASKET ►'' . 2x6 /2x8 CONTINUOUS WOOD PLATE t v 1DAMPPROOF EXTERIOR fi MIL, POLY V o \� GRANULAR FILL + s BOLTED TO STEEL BEAM WITH u m 1/2 ' DIA. BOLTS ® 413 o.c. STAG. � 6MIL POLY ON EXTERIOR + + ' i -�-, `� � •4 V ^ •'� STEEL COLUMN ° '. I i � i �' ,n U � X ` 4 4 _ o- C, n ROOF JACK +. �� , 00 o CONC. SLAB 'p . -•.`� l\ 11 At STEEL BEAM ^ �•a v ANCHOR BOLT POURED CONCRETE. . 4" x 1 4" x 8" STEEL '� W COMPACT FILL I / a ,yIsVa v' 'p B LOC K WALL 15" ` ROOFING LAPS . TOP AND BOTTOM PLATE KEYWAY FOOTING o- v p ° 4 ° �' FLASHING AT % ' / " " p � CONC. FTG. 'p * L' o' SIDES AND TOP � WITH 1 2 x 6 ANCHOR BOLT Z. 111111 a A p USE WITH 3x3 SQUARE WASHERS ` cl de AN*3y ° ° : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR 13P583) 1/2" GROUT p REINFORCING BARFOUNDATION 5 8" DIA. ANCHOR BOLT _--'' I I I 3" STEEL COLUMN DRAIN TILE . p ► ANCHOR BOLT CONNECTION / _-�'" I I W 10 KIPS SUPPORTING MAXIMUM SPACING FLASHING LAPS ( ) SILL PLATE TO FOUNDATION " ROOFING AT BOTTOM r CRAWL SPACE OR FOUNDATION 1 STORY 72 OC U SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL 0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC U) WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL H CONIC. SLAB � I r—SUBFLOOR � 6X6 10/10 WWM I DOOR FRAME GARAGE 0— JOIST COMPACT FILL U� DOORUSE 2X8 STEEL BEAM I FOR BLOCKOUT \ERED,q 4" SLAB ( ON5 BEV I N Sc /X Q ' P.T. PLATE �% OPE W/ BXB WMM 4LDRIVEWAY -- NOTCH JOIST AND ADJUST HEIGHT �n ' 1/2" AIR SPACE ° e (WITH A NAILING PLATE IF NEEDED) u, X70 • - p.' AT END AND d' "' 7p1 ° ' n , :• °� , TO BE APROX. 1/2" OR HIGHER THN "`, N • ; s •. j rtA ,', ,t •p, ES OF WOOD I �` p p' p • a ' ° PROVIDE STRAPPINGSTEEL BEAM TO W FOR SHRINKAGE TOJOISTS ALIGNED ' L:O < 4 --a------kt-----: 1 '4 •e yJ` 0 339 Q� GRADE BEAMS � ► " ,' a 6X6 W.W.M. •�a — — e — — -.. — — — e C i ; MIN. ft�'e nr a '� �'4 �'e� r'� •a �`'-� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM 4 p 0 ° e �D r—SUB FLOOR 4 REINFORCING BARa' NOTCH EQUALS 1/4 DEPTH OF BEAM I e a O .e.P n I I ( 01ST w p REINFORCING BAR DRAIN TILE �•®-�I o• ° DRAWN: VC 12" ; d• SHEET METAL / 30# FELT UNDER BEAM AT POINT A STEEL BEAM OF CONTACT WITH CONCRETE OR CONIC. BLOCK SCALE: s�! 3" IF PLATE (BOLTED TO BEAM) JOB#: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •• �° SHIMS TO LEVEL BEAM 44 May 21st,2018 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. SHEET NUMBER: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A-6 PERMIT SET (05/21/20t$) REVTSTONS: "*"�TESC WIND FRAMING NOTES NAILING SCHEDULE r NYS UNIFORM CODE: 2015 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESiDENT1At i E 1'+4 E 'K""' A L N 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie Is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8WALL.- 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) (CONSTRUCTION N TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2)• RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) . Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL Intent and framing d�etaits. They are Intended as a construction aid . not a substitute g TO TOP PLATE t0'WALL: 4-8d COMMON JOIST 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 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 construction details land procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL cons P FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 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 OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3), WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WATTICS w/o STORAGE 10 WFCM- SBC END NAIL 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the 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 TO RAFTER END NAIL DESIGN LOAD CALCULATIONS � accordance with table 3.3. ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 .16d COMMON EACH END (LIVE LOADS PSF) 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 n ROOMS (SLEEPING) 30 4).The designer has- not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 8 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 NOTES GAURDRAILSANY 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 bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor boil QTY- SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.c) � precautions and programs In connection with the work.There are no warranties fora P q TOP PLATE TO PER FACE NAiL specific use expressed or implied In the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all l LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATES AT JOINTS FACE ROOF- FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. �4 . 16d COMMON INTERSECTIONS EA. SiDE NAiL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 'Z attached with Sd common nails at 6" o.c. at the panel edges and 12" o.c. In the field, and FIRE PROTECTION Sym.: t inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS SEE FLOOR PLANS 7).The General CoritractQr is to consult with the owner for all built-in items 8YP HEADER ALONG EDGES NAIL 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 TRUSS DESIGN N/A- STANDARD STiCK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END ~' 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Q FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL FOOT SEE NOTE: t,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewatl lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete stabs and abutting 20 LBS. l3o B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - ) � JOIST TO: 4 -8d COMMON PER TOE concrete or masonry watts occuring to 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). An new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATI? Any g g with table 3.5. Window sill plates shall be steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES U • be installed with #5 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 ps.i.. Concrete to be TO JOIST 2 -8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" 0.0 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 g)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON (� 12" O.C. SEE NOTES: 1 (BOTH FIELDS) � a 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SiLL OR TOP PLATE 3- 1bd COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD � along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON B 4" O.C. 8d COMMON @ V O.C. SEE NOTES: 1,3 � 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL x1 cat iron foundation vent for eve 150 s . ft. of area. NOTES o" 8 b s every q DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE a` TO BEAM 3 - 8d COMMON JOIST NAiL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 03 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 3 - 16d COMMON PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOiST JOIST NAIL 1), For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 . Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. ) j p Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2), Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches O.C. 1)• All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAiL NAiL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shalt 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. o 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � v N Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING` NAIL SPACING NAIL SPACING AT INTERMEDIATE m °' • SHEATHING LOCATION NOTES x u 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 1N THE PANEL FIELD p°a c' o ' JOINT DESCRIPTION � -c otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) p X o where needed, GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD i� U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir, 5d COOLERS00 Tin wall headers to have 2 Jack studs and (2j full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON Q b" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 0 Bearing ( )j 6), Concrete piers shall be a minimum 6"above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side Of WALL SHEATHING: Bearin wall window sills shall also have ) window sill plates for 2x4 wall r n anchors. Each Joist shall also be anchored NOTES openings, g CZ 7). All joists to be supported with hangers and a c NAiL NAiL u E openings between 411 and 6'0 and 2x6 wall openings between 511 and 89. Provide fireto girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. N °) E v 8): Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1}, For wall sheathing within'4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be Installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" 059 6d COMMON 3"O.C. EDGE 6), Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic lite Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches O.C. WALLBOARD 10" O.0 . FIELD � on plans. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: d other access openings unless otherwise noted (typical). U 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, JOiNT DESCRIPTION QTY. NAIL 0 8). Dormers running up roof rafters are to be supported by double rafters on either side Provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"•TYPE-X SHEEMOCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. U, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL 2).USE SiMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH AC1Q. CTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable Unless otherwise noted. HVAC SYSTEM NOTES i" OR LESS Sd COMMON 12" Q.C. FIELD 'e N 9). Provide blocking/bridging in floor)olsts at 8'0 o.c.. Use solid blocking in floor)olsts "�'' (' N N O i E J as required by current NYS Residential Code•FiREBLOCKiNG REQtJi RED under all bearing walls. i). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety : Fireblocicing shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Provide insulation baffles at eave vents between rafters. install draft CONTRACTOR 70 PROVIDE SOIL TEST TO VERIFY Flreblocking shall be provided In wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions.including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 equipment supplier. 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 ugBpatral elbrowscof studs ior staggered studs.shatl be allowed as fireblocking in welts constructed 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 SOIL COMPACTION: 1).NEW TO HE CLEAN OF ORGANIC MATERIAL CONTRACTOR i).At all lntermnnectlons between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities. nailing requirements for structural TO VERIFY EXISTING SOLI. ZONAL FILL NEE TO FILL drop ceilings and cove ceilings. _ adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' P g REMOVE AND ADD ADDITIONAL FiLL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the ran.Enclosed spaces �(�DAR(' over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2) DENSCOMITY(PER ASTM D 698ACTION OF NEW ANASTM D 1557COMPACT THE L SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with anent N.Y.S.Residential Code. Off°' ��v 1N sey y�� 1). All electrical to be installed as per N.Y.S. Residential Construction Code. <v w n 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFl•S(CYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 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, Cll 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. * "r r pi's N members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. ' to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tot - 16d nail per foot. INCLUDING SUBFLOOR,ISCOMPLETE. N� � �-� � DRAWN: vc 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or N.Y.S. Residential Construction Code. y 0239 O� SCALE: 1 be applied with a Fiberglas base sheet with an EPDM �F OF NE�� JOB a approved equal. Fiat roofs shall pp g 18 torch down type material over. May st, B SHEET NUMBER: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. -7 PERMIT SET (05/21120 I