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Home My WebLink About42780-Z UFFOtK Town of Southold 7/22/2020 0 P.O.Box 1179 53095 Main Rd �4 a501 Southold,New York 11971 1� CERTIFICATE OF OCCUPANCY No: 41276 Date: 7/22/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1840 Paradise Shore Rd., Southold SCTM#: 473889 See/Block/Lot: 80.4-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/7/2018 pursuant to which Building Permit No. 42780 dated 6/12/2018 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: one family dwelling with front and rear decks as applied for. The certificate is issued to Sack,Brian- of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0011 7/21/2020 ELECTRICAL CERTIFICATE NO. 42780 11/4/2019 PLUMBERS CERTIFICATION DATED 2/10/2020 Brad Piecuch u o ' e Signature s��Fot� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE v . 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#: 42780 Date: 6/12/2018 Permission is hereby granted to: Sack, Brian 201 W 17th St Apt 3B New York, NY 10011 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1840 Paradise Shore Rd., Southold SCTM #473889 Sec/Block/Lot# 80.-1-17.1 Pursuant to application dated 3/7/2018 and approved by the Building Inspector. To expire on 12/12/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,419.20 CO -NEW DWELLING $50.00 Total: $1,469.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: cation of all buildings,property lines,streets,and unusual natural or 1. Final survey of property with accurate lo 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$15.00 Date. �3 © / / / &r .. New Construction: Old or Pre-existing Building: (check one) ' I� Location ofPro e ' Y42? I M4015' �� Property: Hamlett House No. Street I� Owner or Owners of Property: J5 C-1�� S Ar—Ac 1-0 Lot v 8 ,9 Suffolk County Tax Map No 1000,Section Block d Lot 1 r f Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval:/77 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicrignature rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 sean.devlin(,U-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Brian Sack Address: 1840 Paradise Shore Rd city,Southold st: NY zip: 11971 Building Permit# 42780 Section- 80 Block: 1 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor- DBA Wilcenski Electric License No- 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 46 Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 11 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas UC Lights 6 Pumps 2 Transformer Appliances Dryer Recpt 30A Bath Exhaust Fan 3 Time Clocks Disconnect 1 Switches 4g Twist Lock 4'LED Fixture 1 Combo SD/CO 3 Other Equipment. Fridge, Micro, DW, W/D Notes* Inspector Signature: Date: November 4, 2019 S Devhn-Cert Electrical Compliance Form.xls *pF SQ�Typ�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® YAg Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD a FEB 1 0 2020 e " CERTIFICATION } Date: 2 !D l2n ZO Building Permit No. LIZ 1 0 Owner: Driun SaC (Please print) Plumber: Brad Pi ctucb (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. , �QQ (Plumbers Signature) Sworn to before me this—ID-4 day of , 20 Notary Public, :Sg;M -' County q S0(/Ty� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [4-4/FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oV l 1 VVV DATE INSPECTOR SOF so how y�6 # # TOWN OF SOUTHOLD BUILDING DEPT. courm, - 765-1802 INSPECTION [ F1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A 14i DATE 416160610 INSPECTOR p i SOF SOUIH * f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - WUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: > ow - 1 DATE °� INSPECTOR OF SOUTyo� TOWN .OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] 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: ov DATE INSPECTOR g SOUlyO� * # TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 FOUNDATIINSPECYlON " [ ON 1ST OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ 11LECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING - MARKS: kUtAbl-fX1 z MN 0 Vn VC,) 191 CA4w ok---Z DATE INSPECTOR ILA �0��0 Ulyo<o TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycou765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o vMAL:::. 0Af DATE INSPECTOR Of SOUIyo� 4S-780 /&q® ?aj-vtj j V G # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ELECTRICAL (FINAL) pou're [ ] CODE VIOLATION [( ] CAULKING REMARKS: s DATE �� INSPECTOR If ��pf SO//lyo -- ,`o to Y # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 = INSPECTION , I - ] FOUNDATION 1 ST [ ] ROUGH PL13G. ] FOUNDATION 2ND • ( ] I SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL i✓D [ ] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -o :641 sow nt)-. mYZA 1i dol WIN DATEY INSPECTOR .01 N.E'W Y 0,R--K' fi'';'' I13 U I L D I'N:G h ;n, T,E-C H.N O L O G Y. G'R0UP Affidavit Of 2015 IECC Compliance Date: 2/6/2020 Inspection Address: 1840 Paradise Shore Road Southold, NY 11971 This is to Certify that on 2/4/2020 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness:(Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 22181 1 Blower Door Test Result: 1 046 Conditioned Volume: 208071 Leakage in ACH50: 3 402.4.1.2 2015 IECC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been testedos nstruction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Basement Leakage CFM@25: 65 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 65 CFM@25 Leakage Limit: - 88 CFM@25 403.3.3 2 2015 IECC Compliance: PASS Signature-of Certifled RESNET HERS Rater: HERS CIA Provider: -' - Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella/'�= „J ,Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11761 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com i i �"',�... g �_ _�. .�..-.�.,.--..�.�-r.. �"'� �_�" E '� .,�� Y �� i ER ��. *� �,� �. ,� � , . t; ,,;� �, �� 1 �pi I�� 'r�.� �i . � y� � .. ... ... ' �, k fi 6.: .. r+�'t t Kai ck r _ p¢ r> 4 / y Al -.. W 7 5 t 1<R f SR 40 ti m � i t M e s . r ', ad: w _ ._ . . ,+� ... ., ..#+F`�' n :�>� n ,- �� ,�, +° ;�'' y. � , ; � 1 � ' .� �., F F ., r, n. �`�4,. ;.. i .� T �a'i X �, ,� �. „� - •_ r �;..sr ,_ ate„• � + / wet 16 AK O ' Aw .r t ON, { r _ r E a x I IL 4m 7.�02 i s� f� 'Y. i1 aT i 4 i..- 8a e o ' RR : w -... .mow. • .fir- w e w 0 i 4 M r .. r je, Oho r T r y� ` r. IL �. Air � r - ■1 L { •� -.whom& i Y A* .. 1 .• ]win`=#x.-, AMR- EL rr •- i • • • • • MT 91 RU ZA Mill"AAMAMILAW FOUNDATION(IST) -------------------------------- Ki MR 0�w-7725mf"z ROUGH FRAMING& 10011"174. - PLUMBING INSULATION PER N.Y-. STATE ENERGY CODE Ll wit's ADDITIONAL COMMENTS WE w FIE" IN IN Nl`�7L��I►Ti�i� I 'i I(!� IrrZii'I s `�. r r 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN TP n hoard of Health SOUTHOLD,NY 11971 -4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� •Survey Southoldtownny.gov PERMIT NO. Check Septic Form —N.Y.S.D.E.C. --Trustees '--C.O.Application Flood Permit Examined 20 'r� —Single&Separate D -.� � —Truss Identification Form D -Storm-Water Assessment Form MAR v 7 2018 Contact: Approved ,20—& Mail to: H �- 4e�T BUR Z�311IN D Disapproved a/c TOWN OF OLD Phone: Expiration ,20 Bu spector APPLICATION FOR BUILDING PERMIT Date r 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 constfuction 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 , architect ngineer, 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. Location of a d on which proposed work will be d ne: 5qVREr )00 3-0(J 7?_-&,_R House Number Street Hamlet County Tax Map No. 1000 Section 0U Block 0 Lots r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and ' tended use and occupancy of proposed construction: a. Existing use and occupancy Aal 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, co?_ ercial or mixed occup c specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories _)c LA 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated JE�4 O 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, ��1� SACK 14.Names of Owner of premises DAV IV KI 156 0 Address Phone No.`V I 6, 7,3-2— Name of Architect 'Q(_'HVJACf C. Address Phone No 631-73 KV45- 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 gVEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF SG r v ' z- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agen ,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. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this QUALIFIED IN SUFFOLK COUNTY -7 day of Mcuc h 20jB EXPIRES JUNE 30,2DJJ� Notary Publi Signa a of Applicant Scott A. Russell ,��° STORIM[WAXIE , SUPERVISOR � - MA.T AGIIEMIEN T SOUTHOLD TiOWN HALL-P.O.Box 1.179 p 53095Main Road SOUT1iOLD,NEWYORK 11971 Town of Southold i C R 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) MAR•0 8 -2018 DOES IMS PROJECT INVOLVE ANY OF THE FOLLOWING- Yes FOLLOWINGYes No (CHECK AU.THAT APPLY E ❑ A Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square f eet of ground surface. - ❑ B.! Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑$tC.; Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 1 [:]RD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - .- on-FRM-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 I in-kind replacement of impervious surfaces. If you answered NO to all of the questions move, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Pian and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pr opertyowtmt/�gn Professional,Agent,Contractor,Other) S-C.T.M_ $: 1000 Dates \� "_ Detract '�� NAME: � W�� L/ 60 -0 � 03LoZ 4 Section Block Lot i FOR BUILT JNG DEPART=MENT USE ONLY Cont=Infortnatrots `( Reviewed By: — — — — — — — — — — — — — — — — — — Date: 3-�`g Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — p Approved for processing Building Permit.puffvr�r '54-0aE'p ormwater Management Control Plan Not Required. L Stormwater Management Control Plan u Required (Forw-ard to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: 000 S.C.T.M. �': 1 (Property owner,Design Profossional,Agent,Contractor,other) -1 yam— �$UFF CRtir rER 236 d ' <2-44 9=TZZ-- Stormwater Management Control Plan CHECK LIST RAW: Section Block r ! S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, j3qll Date: 01 The applicant must provide a Complete Explanation and/or Reason for not providing I all Information that has been Required by the following Checklist! 1, A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items; YES NO NA If you need additional room for explanations, Please Provide additional Paper, a. Location & Deseri tion of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F, of the Site Boundary as required bZ §236-17(C)(2). FgoION &SEDIME WIN tD d, Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, elude but not e urnitud to! e, Limits of Clearing& Area of Proposed Land Disturbance, Shall imaintained Con rue -11 E-1-' U f. Existing & Proposed Contours of the Site (Mhtlrnum2'Intervals) Silt Fencing, stab i g. Location of all existing& proposed structures, roads, at ed and or mac T_- driveways, sidewalks, drainage improvements &utilities, L t-T 1 h. Spot Grades & Finish Floor E levations for all existing& D proposed structures, I, Location of proposed Swimming Pool and ischarge ring. '. Location of proposed Soil Stockpile Areas, ORAINAGE INSEQOIRFn k. Location of proposed Construction Entrance/Staging Area(s), _Cnntact TOS Engineering 1. Location of proposed concrete washout area(s). R Provide Engineer's-eer M. Location of all proposed erosion&sediment control measures, thatth-drainagehas been InEede 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls, - b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e,g,catch basins,trench drahA etc,) d. Leach Ing Structures (e.g. infiltration basins,swales,etc.) I;NCx(NI:J,-*.1UNG 'PART' 41 NT USE ONLY I .,,,...,,.,., Additional Information is Required.' Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By; -- - - -- - - - .- - - - - - - - - - - -. - - - - -. - Stormwater Management Control Plan is Complete, Date: C ! ® SMCP has been approved by the Engineering Department. artrnent. FORM * SWCP Check List-TOS MAY 2014 o g,�EEO�x BUILDING DEPARTMENT-Electrical Ir snact r .� TOWN OF SOUTHOLD D1_ � � : Town Hall Annex - 54375 Main Road - ox 1179 DD y Southold, New York 11971-09 ��p 2 3 2019 Telephone(631) 765-1802- FAX(631) 765-950 roaer.richertOtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION TOWN OF SOirrj&,0� REQUESTED BY: I G-�, iA�i I c�..c K� Date: Company Name: , C s 6, Name: C' License No.: V7 2-3=M L email: lu//lei SKI ale _ 4-A Address: 31 S Tou,-i, . 1 J /4 1('7-71 Phone No.. 0 I_ z 3 4. 6 2- 2 F JOB SITE INFORMATION: (Ail information Required) Name: �% Address: gyc> IPe-il-, J,-s-z- sk DrLS +?© So,.-Ail-) t4 5,1/ Cross Street: IZO Phone No.: 1 _ z-7(o - ( 2 Q'S- Bldg.Permit#: 41-190 email: h—. Tax Map District: 1000 Section: Block: Lot: , BRIEF DESCRIPTION OF WORK(Please Print Clearly) nth r h c 0 -�- �i r r I t -�. �-✓ -SOUS Circle All That Apply: Is job ready for inspection?: YES�1 O ough I Final Do you need a Temp Certificate?: NO Issued On Temp Information: (Ali information required) Service Size 3 Ph Size: ZOO A #Meters ( Old Meter# New Service- Fre Reconnect- Flood Reconnect-Service Reconnectednde 'oun Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION kp C 9,3 )8 7 23JL1 82-Request for Inspection Formals cLP ! ��QS>3f�otx�P� Town Hail Annex Telephone(631-1802 54375 Main Roado _ Fax(631)734-9502 P.O.Box 9179 Southold, NY 11971-0959 w BUILDING. C!_EPARTIVIE' NT NOTICE.OF UTILIZATION.ORTRUSSTWX W STRUCTION, PRE-ENGINEERED WOO() OMTRUCTION i�1b7WTIMBER COMSTRUCTION ®ate: o z- 1 _ Owner._ r Location of Property: . -_ .�Q(9lh�� - . Please a notice that the(checklaw, Wline):New residetxtial zh.uc Lure :! Addition to existing-reOidentiel s rucWre ' Rehabilitation tu cti3<.e"ng.resWp al stri3re 3` to be constructed or performed at tfidi i ai r e above WD ritilize (check applicable line): r ' Truss type consiictiix Pre-engineered Wactd Timber constroctidn(TC)- c in the followiaig location(s)(check applicable line): Floor fiaming, includb g�t��detis:aodYb1damas(F). • Roof fratbing(R)' Pioor and roof framing>(FRI. Signature: ; Nam e (Pelson.mbrnittira this fcrm�• I Capacity(check applicable line).- Omer Owner representative TrussResReg15.docx Effective 1/1/2015 pF SO(/ry®l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� l'�cOUNT`1,�� December 17, 2019 BUILDING DEPARTMENT TOWN OF SOUTHOLD Brian Sack 201 W. 17th Street, Apt.313 New York, New York 10011 RE:1840 Paradise Shore Road, Southold. I've enclosed a copy of the final inspection ticket showing the items needed for the Certificate of Occupancy. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. $85.00 Due A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42780-Z New Dwelling " Vitlelitly N,adonal Tule Ittsttr nen-Services,LLC f ESTIMATED Application Date:March 26,2018 Report Date:April 9,2018 Title No.F18-7404-106733-SUFF APPLICANT: AMOUNT OF-INSURANCE.-- Brian Sack 201 West 17th Street,#3B New York,NY 10011 Phone:(917)690-9508 INSURED MORTGAGE: Eiiiail:"BrianSack@Mac.com Sales Rep: LENDER ATTORNEY: PURCHASER: -OWNER: Brian Sack OWNER-.ATTORNEY: SURVEY INSTRUCTIONS: COMPANY CHARGES:* Single/Separate Search Update(99792) $ 200.00 PREMISES: : Sales Tax(Estimated)8.625% $ 17.25 1840 Paradise Shore Road Sub-Total $ 217.25 Southold,NY 11971 County of Suffolk DEPOSIT $ -217.25 Municipality of Southold Town of Southold Filed Map: No.: Phase/BIock: Unit/Lot: Dist:1000 Sect:080.00 Block:01.00 Lot:017.001 Municipal Search charges quoted herein are estimated only and will be finalized prior to closing. SPECIAL INSTRUCTIONS: -RECORDING CHAIIQ S:x Sub Total: $ 0.00 Y Each document to be recorded subject to a$25 service fee. TOTAL CHARGES: $217.25 - p - )BALANCE VUE: $0.00 JUN 1 1 2018 TOWN OF SOUTHOLD 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 i n t Date: March 26,2018 Report Date: April 9,2018 Title No: F18-7404-106733-SUFF Closer: Applicant: Brian Sack Bank: Purchaser: Bank Attorney: Owner: Brian Sack Seller Attorney: Premises: 1840 Paradise Shore Road Southold,NY 11971 Salesperson: County of Suffolk Municipality of Southold County: Suffolk Town of Southold Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect:080.00 Block:01.00 Lot:017.001 Type of Insurance: EXAM/SEARCH DETAIL: Single/Separate Search Update(99792)(Tax) $ 200.00 Total Exam/Search $ 200.00 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 Fidelity National 'Title INSURANCE SERVICES,LLC TITLE NO: F18-7404-106733-SU F District: 1000 Section: 080.00 Block: 01.00 Lot: 017.001 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Brian Sack and his/her predecessors in title since prior to 07/01/1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. i Dated: April 6,2018 J FIDELITY NATI AL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEANWDI 6th day of April,2018 otar�yf ublic 1 MW yalx F5d8�I §3f2rt 3�cAd':AM2.29,6.69 z= T' Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F18-7404-106733-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000 080.00 e 01.00—017.001 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/1983. SUBJECT PREMISES- 1000 080.00 m 01.00—017.001 Fred S. Wilmott and Agnes Wilmott,his wife Dated: 08/14/1959 TO Rec'd: 11/25/1959 Edmund J.Kelly and Dorothy M. Kelly,his wife Liber: 4730 cp 534 Edmund J. Kelly died on 05/09/2001.No proof of death found in Suffolk Surrogates Court. Dorothy M. Kelly died on 11/10/2008. No proof of death found in Suffolk Surrogates Court. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN l 6th day of April, 2018 otary Public Fidelity National Tule ui 1 INSURANCE SERVICES,LLC TITTLE NO: F18-7404-106733-SUFF Dennis E. Kelly,Patricia K. Aspinall,Kevin J. Kelly Dated: 05/25/2016 and Katherine Friel, as sole heirs and distributees Recd: 06/24/2016 of Dorothy M. Kelly having died on 11/10/2008 Liber 12869 cp 158 a resident of Suffolk County TO Brain Sack LAST DEED OF RECORD PREMISES NORTH: 1000- 080.00-01.00—016.001 Helen Frances Martin Dated: 07/09/1973 To Rec'd: 09/02/1975 William Edwin Martin Liber: 7902 cp 167 William Edwin Martin Dated: 06/29/1995 To Rec'd: 07/03/1995 William Edwin Martin and Liber: 11731 cp 562 Dorothy E. Martin being married to each other LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC ) Sworn to before me this- JEAN DI� 6th day of April,2018 Notary Public S'AMOPAJ.GO SSKI Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F18-7404-106733-SUFF PREMISES SOUTH: 1000 080.00-01.00—018,000 Joseph Clark Dated: 09/16/1981 To Recd: 10/06/1981 Joseph A. Clark and Alberta E. Clark,his wife Liber: 9080 cp 525 Joseph A. Clark died on 01/01/1984, Surrogates File No. 420 B 1984. Alberta E. Clark,as devisee under the Last Will& Dated: 07/16/1996 Testament of Joseph A. Clark Recd: 08/28/1996 To Liber: 11789 cp 643 Sandra Kochan Deed Sandra Kochan Dated: 10/12/2012 To Rec'd: 04/26/2013 Laurie Bloom, and Liber: 12727 cp 708 Leonard Thon,joint tenants with right of survivorship LAST DEET) OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LL j t Sworn to before me this U 6th day of April,2018 Notary Public ��lB��e.�4`{fin.�S(��fy�`u'1?�s^•Y�� qr r r f MR Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F18-7404-106733-SUFF PREMISES EAST (SOUTH)-. 1000-080000 m 01.00—036.000 Thomas V. Franke Dated: 10/05/1977 To Rec'd: 10/11/1977 Peter K. Johnstone and Liber: 8322 cp 298 Gayle Johnstone,his wife as tenants by the entirety Peter K. Johnstone died on 07/16/10, Surrogate File No. 20153083 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN D �A 6th day of April,2018 Notary Public Z- 0PR A LESri(I EMIraw.Aug.29,-9.0 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F18-7404-106733-SUFF PREMISES EAST (NORTH): 1000 080.00 m 01.00—037.000 Samuel Polk.as executor of Last Will &Testament of Dated: 05/10/1955 Katie Tunison, a/k/a Kate S. Tunison, Recd: 05/12/1955 late of Queens County Liber: 3885 cp 92 To George W. Fleenor and Winifred A. Fleenor,his wife Winifred A. Fleenor died on 05/10/1974, Surrogate File No. 393 —T— 1974 George W. Fleenor,individually and as Dated: 10/02/1996 surviving spouse of Winifred A.Fleenor Rec'd: 10/11/1996 To Liber: 11796 cp 908 Merritt W. Miller and Claire A.Miller,his wife Merritt W. Miller and Claire A. Miller,husband and wife Dated: 05/15/2007 To Rec'd: 06/08/2007 M. Thomas Miller, Tammy Lynn Walsh, Liber: 12508 cp 688 Todd W. Miller(grantors reserve Life Estate) M. Thomas Miller and Tammy Lynn Walsh Dated: 07/06/2013 To Rec'd 07/11/2013 Merritt W. Miller and Claire A. Miller,husband and wife Liber: 12736 cp 183 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC r Sworn to before me this JEAN DINA 6th day of April,2018 Notary Public �,I Fidelity National Title INSURANCE SERVICES,LLC TITLE NO.- F18-9404-106733-SUFF Merritt W. Miller and Claire A. Miller, Dated: 10/09/2013 husband and wife and Todd W.Miller Recd: 03/03/2016 To Liber: 12854 cp 937 Todd W. Miller LAST DEED OF RECORD PREMISES WEST: PARADISE SHORE ROAD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA ;} 6th day of April,2018 Aotaryblic t RµA 145 , 2 5 ' ROOF AREA: 994.9 SQ.FT. @100%RUNOFF 135.6 CU.FT ; 2"RAIN/HR.: DRYWELL TO INSTALL: 8'dia.,4'deep a DRYWELL CAPACITY. 169 CU.FT. V r 1 59.51Owl ::§ � e rEL 33.1' O rDR BROWN SANDY LOAM �' N rI OL U N� a N rBROWN LOAMY SAND U 2 SM H'' 51 .6' � r1 � z r1 a r 7 PALE BROWN MEDIUM ROOF AREA: 994.9 SQ.FT. To COARSE SAND SP @100%RUNOFF 135.6 CU.FT 2"RAIN/HR.: DRYWELL TO INSTALL: 8'dia.,41deep O N NOTE:NO WATER ENCOUNTERED DRYWELL CAPACITY: 169 CU.FT. EST HOLE DATA r"w KENNETH WOYCHUCK LI O DATE:12/15/2015 O I � 143 ., 84' APPROVAL OF STORMWATER MANAGEMENT a ION&SEDIMENT CONTROLS CONTR L P N - wn Co ter 236 include but not be limited to: Date: 3 /S II maintained Construction Entrance, Appro ed by: ce0 Backed Silt Fencing,stabilization& ing of exposed and/or inactive soils. SITE DATA: SCTM 000-80-1-17.1 LINAGE INSPECTIONS ARE REQUIRED itact TOS Engineering at 765-1560 before DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: kfill, OR Provide Engineer's Certification PROPERTY: 10,839.08 SQ.FT. 0.25 ACRES - - the drainage has been installed to Code. ESTIMATED AREA OF 8150 SQ.FT. GROUND DISTURBANCE: ^� O W } LU HOUSE: 1375.5 SQ.FT. 12.7% 210 CU.YD. 50 CU.YD. Q W 2 z WEST PORCH: 190.0 SQ.FT. 1.8% 2 CU.YD, 1 CU.YD. � Q LU _I EAST PORCH: 104.0 SQ.FT. 1.0% 2 CU.YD. 1 CU.YD. C/) 0 U V1 TANDARD 5- PROPSED SEPTIC SYSTEM: 3-4 BR - 100 CU.YD. 25 CU.YD. 35MM HAVE BEEN PROPULY PREPARED ,INSTALLATION PROPOSED DRYWELLS: 8'dia,13vf - COMMENDED BYTHE MANUFACTURE FOR SUBSTRATE UNDER TME PROTECT CONDITIONS. 1) IN CONTACT WITH DISSU'I`AI' 20 CU.YD. 8 CU.YD. ' DRAWN: MH/MS SCALE: 1/4"=1'-On DA HANDBOOK AND TTS DRAWINGS AM I'M 2-FOR EVERY 4W OF RUN M vTMGHT``NTS TOTAL: 1669.5 SQ.FT. 15.5% 334 CU.YD. 85 JOB#: R GUITBSTO DOWNSPOUTS AND TMABumS��T�NT �` �, December 28,2017 DNER SYST SULM AS MSLIPINDICAXHNT L f SHEET NUMBER: MEETS&BOUNDS BY: KENNETH WOYCHUK SURVEY DATE: 12/15/2015 d AMNETION OF PROTECT Q! D PRODUCTS BESM SUBSTANTIAL ':,� F '�; 0$ S.C.T.M. NO. DISTRICT: 1000 SECTION: 80 BLOCK: 1 LOT(S): 17 1 DWELLINGS LAND NIF W/PUBLIC WATER OF PROPOSED 150* DOROTHY & WILLIAM MAR-IN 3-4 BEDROOM SYSTEM I 1.000 GAL TAN (1) B'Dft12'DEM L.P. 0 w.v - \ S69*48'40"E -6 145.25' EL 34.5 EL 33.0 10.7-E LOT 20 in T. 101 EL(33.5) N0 EL(335) ig p Z�o Mi 40.7 r, 10 to 5- 0 V) cnl _2 STY FRAI� 0 L) U. MI -DWELLING 0 - DWELLINGS T. wf�r= Uj fr P DWELLINGS 2ND: i,663-I.F 0: V) W/PUBLIC WATER W/PUBLIC WATER 0 LOT 21 ISO, 150* ao 23.0- 63.5' _j 14 z �FC M Uj EL(33.5) Ck: PIPE .'EL(.33.5). PRO_P. WATER SEEM EL(33.5) PROPOSED 0RP"AY1--._ ED-i° EE333 S.F.4== LOT 22 LGF(35-0)- =R 5 pr j EL(33.5)0. J C' EL 4 E N69048'40"w 143.84' ELEV. 33.1 DR BROWN C-C OF LAND NIF OL L SANDY LOAM O DWELLINGS LOT 23 -H LAURIE BLOOM W/PUBUC WATER I BROWN - 0 00 LEONARD THON 150 SM LOAMY SAND 2.0* PALE BROWN MEDIUM SID TO COARSE SAND 13.9* SUFFOLK COUNTY DEPARTMENT OF HEALTH SC-:RVICES I FOR APPROVAL OF CONSTRUCTION FOR A ZONED R-10 SINGLE FAAJILy RESIDENCE ONLY NON-CONFORMITY: LOT FRONT YARD: 35"'AIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 35' 4N NO WATER SIDE YARD: TOW1,4 (25' TOTAL) - 17' LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS DATE DEC. 15. 2015 AND OR DATA OBTAINED FROM OTHERS. H.S. REF. No. K. WOYCHUK LS NAVD88 SUFFOLK F - PERMIT 0 L ®ATS Z� AT A P PR oVED ELEVATION DATUM: -------- ---------------- AREA: 10,83.9.08 SQ.FT. or 0.25 ACRES IBAYVIEW RD. FOR MAXIMUM OF UNAU 7HORIZEC, AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY SEDROOI�4s MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN EXPIRES THREE YEARS FROM DATE OF APPROVAL ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HERE(.,, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS c 1 19? DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT TLIE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: D''SCRIBED PROPERTY CERTIFIED TO: BRIAN SACK; DAVID KIESGEN; MAP OF: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; FILED: SITUATED AT: PARADISE SHORES TOWN OF- SOU I HOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK CO,t,JNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 15-21ill SCALE: 1"=30' DATE: DEC. 75. 2015 — PHONE (631)298-1568 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth H. Voychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 80 BLOCK: 1 LOT(S): 17.1 ,j DWELLINGS LANDDNIF W/PUBUC WATER PROPOSED 150 DOROTHY & WILLIAM MARTIN 1 I 3-4 BEDROOM SYSTEM Ix l 1.000 GAL TANK I--X—� (1) 8'DIAu12'DEEP LP. c S89°48'40"B 145.25' EL 34.5 LOT 20 SILI\F-ENCE W - 0o I i [FC 40.0• DRY WELLFOUNDATION �, �LOCATION c 2 pU DWELLINGS DWEWNGS � 09-27-18 tW/PUBUC WATER W/PUBUC WATER I O 44.2' B 0' TOP FND EL 34.5 LOT 21150• m23.0' 54,3• ma 6 91 PROPOSED SOIL X �23.0' 5DR tL Z STOCK PILE AREA pGUTTER �"� RY WELL . Q DRAIN �p � DTO DRY WELL PROPOSE[1 ORIyEWAx �, z LOT 22 CONCRETE WASH Opq IN BED OF PROPOSAY. SILT FENCEEL 33.4 SEP 2 $ 2018 .P. N6948'40"W 143.84' ELEV. 33.1 DR BROWN i a PROPOSED CONSTRUCTION ENTRANCE DWELLINGS LOT 23 OL DY LOAM 1.1 ') Q�rd,�� & STAGING AREA. 0 1 W/PUBUC WATER I BROWN �t "�� 'a rF ;;i' I`+T LAND00 OF 150' SM LOAMY SAND 2.0' `�y; �� ' TYPICAL DRYWELL CROSS SECTION 'q h (CONC. PRECAST COMPONENTS) LAURIE BLOOM LEONARD THON PALE r sue FOR NDN-TFAFRc eARPO BROWN 8•SAB FOR 7RVM BMW MEDIUM APFRa®MLET PM c"E"u"Y�AM APPROM owner rre SP TO WL r Dui tarn ro op" To D rl xs COARSE PRCHM I/eyr Pll®IX/r SAND ®ED CI O 11 ❑❑ ❑❑ ZONED R-40 NON–CONFORMING LOT REAR YARD: 5' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE YARDD 105MINI(25' TOT NO WATER _ 17. LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS DEC. 15, 2015 AND OR DATA OBTAINED FROM OTHERS, K. WOYCHUK LS LLLIAR �— g' - AREA: 10,839.08 SQ.F F. or 0.25 ACRES ELEVA77ON DATUM: NAVD88 BACK FILL MATERIAL TO BE BAYVIEW RD. CLEAN SAND AND GRAVEL UNAUTHORIZED ALTERA77ON OR ADDI71ON TO 7HIS SURVEY IS A WOLA71ON OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON TYPICAL SILT LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS71TU770N, GUARANTEES ARE NOT 7RANSFERABLE. SCREEN SECTION THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE GEOTMLE FMC NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI77ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS SUPP°O POSTS METAL AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE AME OF SURVEY DRAINAGE CALCULATIONS: FLAW DIRECTION SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: BRIAN SACK; DAVID KIESGEN; EXCAVATED CHFIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; A) DWELLING FOOTPRINT W/COVERED PORCH=1,040 SQ.FL MAP OF: i / B) DRNEWAY=680 SQ.FT EXISTING GROUND FILED: 1,720 S.F. x 0.166=285.52 < 286cf REQUIRED �� (1) 8'DIA x 7' DEEP DRYWELL= 295cf PROVIDED SITUATED AT- PARADISE SHORES � « TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Hog 153 Aquebogue, New York 11931 REVISED 03-17-16 FILE 15-218 SCALE: 1"=30' DATE: DEC. 15. 2015 { PHONE (831)298-1588 FAX (631) 298-1588 # N.YS. LISC. NO. 050882 meinteiaing the records of Robert L Hennery do Kenneth X Woychuk �i i S.C.T.M. NO. DISTRICT: 1000 SECTION: 80 BLOCK: 1 LOT(S): I Z 1 I #RTD-16-0011 DIFF®LK%L1,MTY DEI"e'u:T ahE�dT HEALTH SERVICES APPROVAL L'C.`,i.:.?TP;4CTED WORKS FOR A SiNGU F �V RESIDENCE DaateJUL 2 9 2010 H.c.. Ref.No. f� LAND N/F disposal and watst supply at this I OF The e DOROTHY & WILLIAM MARTIN L_-X_J �X' i andl�certified by this of odw agenda Mid tund to o be udaum FOR A ALUM E BE w.v. S69048'40"E c 145.25' z EL 33.0 EL 34.5 0 7'E LOT 20 I I o tow MWN TANK Pm 287 4'4 SHOWER Cfraig Knepper, , P.E. Chief o .Q O c11 12'DEFP L o M Office of Wastewater Management I3 PD DRY WELL �.. S.T. ;: :.,::..•:.-.•.::::;:'• w L W O 28' 19' :DWEWNG=' Nm (i c z �y WOOD ;:..'.3 BEDROOM:::';•:::o �0 W _eU M-1 2, CK #,8403 LOT 21 M� C \_ / 6.0': •.'.: " FFL EL 356. :;..? ;. Z Y .y oi:•:;:.::'.:: '23.0'::: _• 54.3' r m O LP GAS XtL ERLINEJCONC. PADS CO C. i—� QRAVEL DRIVEWAY �® PA 0 ___/DRY WELL �i B G. BLOCK CURB \ /DRY WELL LOT 22 P4 EL EL 33.4 P. N69048'40"W ENCLOSED 143.84' CNTRAN ENTRANCE 4 I LOT 23 -H LAND N/F Do OF LAURIE BLOOM LEONARD THON DRAINAGE CALCULATIONS: A) DWELLING FOOTPRINT W/COVERED PORCH=1,040 SQ.FT. 8) DRIVEWAY=680 SQ.FT. 1,720 S.F. x 0.166=285.52 < 286cf REQUIRED (1) B'DIA x 7' DEEP DRYWELL= 295cf PROVIDED ZONED R-40 NON—CONFORMING LOT THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FRONT YARD: IN MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD: 35' MIN AND OR DATA OBTAINED FROM OTHERS. SIDE YARD: 10'MIN (25' TOTAL) BAYVIEW RD. AREA: 10,839.08 SQ.FT. or 0.25 ACRES ELEVA77ON DATUM: NAVD88 UNA U7HOR/ZED AL TERA TION OR ADD17ION TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774£ PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777IJ77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17701VAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: BRIAN SACK; DAVID KIESGEN; MAP OR � IDEL17 Y NATIONAL TITLE INSURANCE SERVICES, LLC; FILED: SITUATED AT. PARADISE SHORES REVISE WATERLINE 05-25-20 TOWN OF: SOUTiHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC FINAL SURVEY 12-20-19 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design END. LOC. 09-27-18 � � P.O. Bog 153 Aquebogue, New York 11931 REVISED 03-17-16 FILE 15-218 SCALE: 1"=30' DATE. DEC. 15. 2015 PHONE (831)298-1688 FAX (831) 298-1688 # + N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth H. Waychnk r, REVISIONS S 69°48'40" E 145 .25 ' ROOF AREA: 994.9 SQ.FT. O@100%RUNOFF 135.6 CU.FT - _ — — — — — — — O _ _ \ 2"RAIN/HR.: 4 DWI DRYWELL TO INSTALL: 8'dia.,4'deep OSTO _ r - - / J L / \ / DRYWELL CAPACITY 169 CU FT ON 0 45.2 I I r 1 59.5' �---� r1 � EL 33.1' LP PORCH I PROPOSED ]STY r 1 HOUSE I r DR BROWN SANDY LOAM OL 35.0P- - - - - - \ U – – – – – I PORCH I r 1 \ a M T-H EP ��. r1 � X � w BROWN LOAMY SAND Q solL 51 .6'I ! (CONCRETE I r 1 u m LOCATION WASHOUT _ ti-J IN� \ ��7--l! PACE BROWN MEDIUM N, ROOF AREA: 994.9 SQ.FT. TO COARSE SAND 3 8 6' L ` '/ \ @100%RUNOFF 135.6 CU.FT SP c.n - - - - � _ _ _ , � DW — • W — — — — 2"RAIN/HR.: -j \ / DRYWELL TO INSTALL: B'dia.,4'deep O —W — W —W W- - W�' •�O CN NOTE:NO WATER ENCOUNTERED DRYWELL CAPACITY: 169 CU.FT. TEST HOLE DATA TEST HOLE � I T"880 KENNETH WOYCHUCK E L.: 3 3.1 DRIVEWAY N CONSTRUCTION DUMPSTER !'�"" DATE:12/15/2015 i Q DRIVEWAY AREA: 1101.5 SQ.FT. N TO REMAIN ON SITE FOR I V1 CONSTRUCTION / i \ @100%RUNOFF 184.0 CU.FT DURATION OF CONSTRUCTION t• _ O Ch ENTRANCE 2"RAIN/HR.- fI ^, 0 z PORT-A-LAV TO REMAIN L.If Vv .` wY ON SITE FOR DURATION \ / DRYWELL CAPACITY: 211 CU.FT. I v ' Q a O OF CONSTRUCTION W 1 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T o N 69°48'40" W 143 . 84' PLO 0 04 F� 111 ��r SITE PLAN SITE DATA: SCTM # 1000-80-1-17.1 SCALE: 1" = 10'-0' DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: HAYBALE OR SILT FENCING PROPERTY: 10,839.08 SQ.FT. 0.25 ACRES ESTIMATED AREA OF 8150 SQ.FT. 0 LIMITS OF CLEARING TO BE GROUND DISTURBANCE: w t � NO MORE THAN 20' FROM _ ♦_ _ _ _ r I-► p O PROPOSED WORK AS �.•/ [K >- INDICATED ON SITE PLAN HOUSE: 1375.5 SQ.FT. 12.7% 210 CU.YD. 50 CU.YD. w O w Z_ WEST PORCH: 190.0 SQ.FT. 1.8% 2 CU.YD. 1 CU.YD. U) J I` STORM WATER MANAGEMENT DETAILS EAST PORCH: 104.0 SQ.FT. 1.0% 2 CU.YD. 1 CU.YD. ( cWn 0 N.T.S. � Qo BAYVIEW ROAD U) III ' III PW (](;FF f,RT R-ST NDARD S" ll\\\\\��,\\\\\\�Iw\�II�III'I�i�IIIIIIIIIII NDrcs: ,).A).00NO,: PROPSED SEPTIC SYSTEM: 3 4 BR 100 CU.YD. 25 CU.YD. A).W N01 BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I}A)CLEATION. PROPOSED DRYWELLS: 8'dia,13vf - A).PREP RWACE SURFA FS USING RLBSTAIu EDB B).PREPARE G THE B S USING METHODS RECOMMENDED BY THE HE PROJECT C FOR AAINT ONG THE BEST RESULTS FOR THE SORFACLS UNDER THE PROJECT CONDITIONS. Q.PAINTS WITH PRO METAL SURFACES AND SURFACES W CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BA00NG PAINT. 20 CU.YD. 8 CU.YD. DRAWN: MH/MS 1 A).PEF1AT[ON: A}1).GUT B WORK RI ACCORDANCE WITH AD HANDBOOK AND THE DRAWINGS SCALE: 1/4"=1'-0" 1).GUTTER TO BE PRCHED TOWARDS LEADER 1'TO 3•TOR flQn 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS TOTAL: 1669.5 SQ.FT. 15.5% 334 CU.YD. 85 CU.YD. JOB#: ).OWPER I LEAD RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND AllFSSORi's B). -NUM RIVET AND CAULK WITH A RUM SEALANT SLIP JOINT CONNECTORS March 22,2018 `(, 3)OONPECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. \ OONXECT1ONM'ATE"nw.RD MEETS&BOUNDS BY: KENNETH WOYCHUK SURVEY DATE: 12/15/2015 Shy �-' xt, SHEET NUMBER: DRY WELLS TO BE 10'MIN. 4).PROTtCnw. y��.( 'Ll 4A �j, AWAY FROM HOUSE A).PRUQBISIAu.EDPRWULISUNTR[DMRET/ONOFPOJECT. r n" B).TOUCH-R,REPAIR OR REPLACE DAMAGED PRODUCTS BEFOMM Ski tg .� COMPUTION. 19 � A . t A 3 {y A" -rs ` ®r SOUT�OLD ' ' ' TOFv �; k0i REVISIONS APPROVED AS DOTED S 69048'40" E 145 .25 ' -DATE: FEE: �� BY: OCCUPANCY NOTIFY.,BUILDING DEPARTMENT AT I - ROOF AREA: 994.9 SQ.FT. O @100%RUNOFF 135.6 CU.FT .765-1862 8 AM TO 4 PM FOR THE USE IS UNLA J 'U ` - - - - - O - - / \ FOLLOWING INSPECTIONS: 2"RAIN/HR.: I. FOUNDATION - TWO REQUIRED WITHOUT CE I F . .... -' _ _ DWI DRYWELL TO INSTALL: 8'dia.,4'deep •- 'FOR POURED CONCRETE I \ / DRYWELLCAPACITY: 169 CU.FT. � 2. ROUGH'--FRAMING & PLUMBING OF OCCUPANY ST _ `O O` '_ - - - - - - - - - % 3. INSULATION OO° °0 5.2' 5 9.5' v 0 4. FINAL • CONSTRUCTION MUST O 4 COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE X10-tier d g `` REQUIREMENTS OF THE CODES OF NEW End duLtrh 0 ,�; ,' r- - I I r 1 YORK STATE. NOT RESPOND LE FOR �, . _ r 1 DESIGN OR CONSTR RS, fie" T'eCj :!d. N LP / -' PROPOSED 1STY r PORCH I HOUSE I ( L DR BROWN SANDY LOAM N M ( EP OL N �] m M Ima - L - - - - - - -1 PORCH I DRAINA 7 fti,Sr'ECTION AEE REOUIRCD m �' 3 5.0 \ / - - - - _ - - - _ r 1 Contact 1 )S Engineering at 765-1560 befor - - - a rackfill,C ProvideEngineer'sK >' w Certiflcatfo BROWN LOAMY SAND .� V Z Ln that the d 'Inage has been installed to Code U t Y / \ SM � O 51 .6' - - - � 1 D ( LOCATION ON I (CONCRETE SHOUT I Il - r _ - r 1 TRUSS 'LACI--TIDING REQUIOEID Must provide M,, n 1�s U r 1D, J and S as r m \ / I - J PALE BROWN MNUYS Energy C a Le L ROOF AREA: 994.9 SQ.FT. TO COARSE SAND \ / / \ SP 1 L_ - - - - - - - - - > @100%RUNOFF 135.6 CU.FT t./1 38.6 � � - _ _ - � ( DWI 2"RAIN/HR.: - / DRYWELL TO INSTALL: 8'dia_4'deep O -W `- -"W- -W -W- - W- "' DRYWELL CAPACITY: 169 CU.FT. NOTE:NO WATER ENCOUNTERED N SII exterior Iig -I 'g 0 -------IITEST HOLE DATA installed, replac l or TEST HOLE - - r-' KENNETH WOYCHUCK repaired shall coi 1f mrm EL.: 33.1 DRIVEWAY N L e--r DATE:12/15/2015 to Chapter 1 2 CONSTRUCTION DUMPSTER O P _ _ DRIVEWAY AREA: 1101.5 SQ.FT. TO REMAIN ON SITE FORE of the Town C d v1 CONSTRUCTION @100%RUNOFF 184.0 CU.FT N DURATION OF CONSTRUCTION L O .: I N 0 V'I ENTRANCE 2"RAIN/HR - COMPLY WITH ALL CODES OF ¢ • UN DR. PORT-A-LAV TO REMAIN NEW YORK STATE & TOWN COnE Q a ON SITE FOR DURATION \ - / DRYWELL CAPACITY: 211 CU.F f. S a OF CONSTRUCTION 1 I AS REQUIRED AND CONDITIONS OF T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T O C7 N 69°48'40" W 143 . 84' v P� F-1 SOtft�, EES a `1 `I MUMBERGEl�T1F/E�4TION ELECTRICAL �6 INSPECTION REQUIRED IV, AD c6NTENT BEFORE CERTIFICATE pF(OCCUPANCY SITE PLAN +, SOLL3R USED'IN.UIWATER . -ShPfC,YSYSTEM.CANNOT SITE DATA. SCTM # 1000-80-1-17.1 SCALE: 1" = 10'-0' &4�E +D %IO OF'190 LEAD:, DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: HAYBALE O R SILT FENCING PROPERTY: 10,839.08 SQ.FT. 0.25 ACRES PLUIVIBII ESTIMATED AREA OF 8150 SQ. FT. - ❑ Y LIMITS OF CLEARING TO BE GROUND DISTURBANCE: W Uq O NO MORE THAN 20' FROM iLl- PLUMBING WASTE ��" � O - -o--------e - V&,WATER LINES NEED y. PROPOSED WORK AS TZL",' `MIG BEFORE Cc,+ Eml w INDICATED ON SITE PLAN HOUSE: 1375.5 SQ.FT. 12.7% 210 CU.YD. 50 CU.YD. W w z LL WEST PORCH: 190.0 SQ.FT. 1.8% 2 CU.YD. I CU.YD. (/) ❑ STORM WATER MANAGEMENT DETAILS DO NOT P;^OvEED t"';TH EAST PORCH: 104.0 SQ.Fr. 1.0% 2 CU.YD. i CU.YD. 0 � FRAMING UNTIL SU3VEY N.T.S. OF F'OUNDATION LOCATION U p S BEEN APPROVED. t U) BAYVIEW R OG F ,ITT R-STANDARD S" 1).E. PROPSED SEPTIC SYSTEM: 3-4 BR 100 CU.YD. 25 CU.YD. A).WON 1). DO , A7. NOTBEGIN INSTALLATION UNRL SUBSTRATE HAVE BEEN PROPERLYPREPARED. 2)WIEPAMTI(N: A).CLEAN slRFpCETHOROUGHLY MMTOINSTALLATION PROPOSED DRYWELLS: B'dia,13vf B).FRFPAR:SURFACES USING METHODS RECOMMFNDEO By THE MANUFACTURE FOR ACHIEVNG THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS C).FAINT CONCEALED METAL SURFACE AND SURFACES W CONTACT WIM DISSIMILAR 20 CU.YD. 8 CU.YD. DRAWN: MH/MS METALSWITH PROTECTIVE BACKING PAINT. ] A).FIE FOATIw.RM A). ERWORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS SCALE: 1/4"=1'-0" u.SHEEIM DBEPINLEDTOW DS HSWITHWATER I'TO ITGHTJ FOREVFAV90'OFRUN. TOTAL: 1669.5 SQ.FT. 15.5 /0 334 CU.YD. 85 CU.YD. JOB#: Z).a)C METP1 JOIN LENGTHS D SO DER G TT ER JOINTS. O aJ OPER/LEAD.FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND MLESSUIES. 0).ALNIINUM:RIVET AND UUIJt WITH A BIfIYI.SEALANT AID MINT ,. December 28,2017 ]).CON(NN CTORS. IRS TO STORM SEVIE0.SYSTEM AS INDICTED.SEAL CONIVCTION WATERTIGHT. MEETS&BOUNDS BY: KENNETH WOYCHUK SURVEY DATE: 12/15/2015 .y� SHEET NUMBER: VDRYWELLST 4).PROTECna: yyy444 p)'�O�n INSTALLEDPRODUCESREPLACE DNTIL AMAGED COMPLETIONOFBEFORE p'Aj r B).TO COMPLETION.REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUflSTANTULL a (\ . COMPLFLION. A' i _®Fr.,N�t f' REVISIONS i 0 0 O>" 00 0 N N rn "' o I � aM N S V o Z in co z 00 Ll LJ U z 0 O ♦ i ZZ w PROPOSED WEST ELEVATION C)� SCALE: 1/4" = 1' Q wa � ww O w � - - - - - - - - - - - - - - - - � o 00 a ocr Lu > ``A� r � vJ O ^� U) 0 00 Li dd a O I I O �. .` 1'; DRAWN: MH/MS ♦♦ .. •.� G��1�,SCy A�,, SCALE: 1/4"=1'-0" tiff JOB#: December 28,2017 leI SHEET NUMBER: PROPOSED SOUTH ELEVATION SCALE. 1/4 = 1 o>r REVISIONS — - - — �O°o 00- 0) I o I N c� U � o -41 a M 00 ol � s M a . . o PROPOSED EAST ELEVATION w SCALE: 1/4" = 1' oza Q Wa � Ww O coo � - — — — — — — a z zo 0 w cV = Z J (_n o co 00 co CZ7u DRAWN: MH/MS d SCALE: 1/4"=l'-0" December 28,2017 SHEET NUMBER: PROPOSED NORTH ELEVATION � Z33� ��, SCALE: 1/4" = 1' �f 2 �. REVISIONS 40'-0" ' B 27'-8" 7' 0" 5'-4" I 18'-0>, 9'-8" 1 , I , I CD I r---------------I I I I I I AW31 N f I --------------------------------------------------------------------------------- '-' ------- + I I ©o O -----------------------------------------------(372X6HDR------ 1 (2)91/2 ML 1 I I fp I 1 I I= I I ryl l i I 1 �I IX I I QI IN I I I lo'-o" 'v = in I I I I 1 peI 00„ S-8„ 5'-6„ o I 1 - X I I? N I I N N NI la r v't co ------------- II 1 � �, ILII I I I 1 — CE Q1--IIII- •-----' I i I l3 N..; x ,,,, 6X6 ACQ POST , , Jz- U 2 w 8'-0/2" 8'-0/4" 7'-6/4" 7'-6" 7'-6" 7'-2" 0' v, °' p 1 IIII ON 12"dia.PIER I I 3 3 ' 1 ;+-� 00 2'X2'Xl'FTG. a 3'BELOWGRADE ---- ------ ----- -1------------------ 1 IIII I 1 1 1 1 I 1 I 1 , I 1 ;- �Ry '; O U2XR ACO DJ H 1 un " i ' w , (3)1-3 X9_1/2 ML GIRDER , _ , , ---(3),1-3/4X9-1/2 ML GIRf�ER - , , 1(3)1-3/4X9-1/2 M GIRDER, 1 IIII p I _L__ ------ 1 _-__ I 1 1111 � I x_____ ________�==L.=C=�- -7.._==�I_-_---I..==�-_^ 1.....C=====.C.=== --__]C==========7....�====C..:====r=_ --=.I 1 •--Illi 1 .� O (r N O 1 II11 a 1 nn ll I 1 `---------- ' 1111 4 LEDGER BOARD TO BE FASTENDED ' ' _ ' •---------- ---------"' I 1111 ' 00 I II11 N I 1 ^d. `----------' • 1 I " (V IIII 1 1 1111 TO BUILDING WITH TIMBERLOK® 1 I M HSS 4"dia X 1/8"COLUMN HSS 4"dia X 1/8"COLUMN HSS 4"dia X 1/8"COLUMN HSS 4"dia X 1/8"COLUMN 1111 1 SELF-COUNTERSINKING SCREWS i t 42"X42"X12"CONC.FTG. 42"X42"X12"CONC.FTG. 42"X42"X12"CONC.FTG. 42"X42"X12"CONC.FTG. w 1 1111 m BY OLYMPIC MANUFACTURING 1 1 I (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY I I pcY 1I111III 1 1 I 1111 I I I I 1 nl, (2 SCREWS @ 32"O.C.) I 1 cD , „ „ I I v nn 1 - - N O �I- 1111--' 1 I 8'-01/2" 8 —03/4 1 1 1111 1 Wil` O I Illi , „ I I I cillll I _1 ;1 ; 69-011 1 -----+ --- i UI111 I I I N 1 1 I 1 1 1 1 f 1 N I I I I 1 c- I`� N O ,1 \ y,,,��) 1 --- I 1 � ------------- I 1 1 1 1 I I X IIII 1 •__-__• 77� 1 _____________�___ NIIII 1 I ----_ ---e----------------------- 1 I ------------ ------- -^—^ ------------r--- r---------- ' (2)1-3 X9-1/2 ML GIRDER 1 (2)1-3/4X9-1/2 ML GIRDER' r----------------- I I nn 1 W I I I _------- ---------- � I I 1111 1 STEEL COLUMN STEEL COLUMN c ' 3'X3'Xl'FTG. 3'X3'Xl'FTG I nn I Q I I I 1 6X6 ACQ POST 0N 12"dia. R 2'X2'XI'FTG. ; I/rry � WJ I i 3'BELOW GRADE , Z I I I I -I-----------------:..•C'. O 00 I I ®N I ip i i LEDGER BOARD TO BE FASTENDED Q I 1 1 I ; 1 TO BUILDING WITH TIMBERLOK® I GZ-1 r d i i 3SELF-COUNTERSINKING SCREWS d O `� "------- ----- -----------------" ---- BY OLYMPIC MANUFACTURING ,,��// ----------- --- W I 1 I I I 2 9-1/2 MLW (2 SCREWS @ 32"O.C.) , r I r---------------------'- I 1 -------------------- ------ I I X I I I I I I I � I I � I I I I I t I I M I I I 1 1).8"THICK CMU FOUNDATION WITH 2X6 PONY WALL.HEIGHT OF BLOCK .OWER WALL HEIGHT WALL AT 8" OVE FINISHED ADE;WITH PONY WALL-TOTAL HEIGHT I I I 1 (MIN.4"AFG) AT 8'-0".EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. SEE SECTION RESIDENTIAL CODE WITH A BITUMINOUS COATING. I d 1 i O I Ip I I I I -------- I I Mi i� I i i 00 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. 'x FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON Qi i� 1 ------- --'--- UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). O I 12 I I I i i 3 2X6 HDR _ ___ _ ____ _ ___ I ' 3).FOUNDATION SLAB TO BE 4"THICK.3000psl CONCRETE ON COMPACTED FILL. --------------;----------- � i `- � - ; INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 1 WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE ____________________________________________________________________AW31 REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE Q Y AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL B JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE 0 O THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL >- 11'—6" SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO V 1 W MORE THAN 16 FEET. rT, O w 23'-0" 1� 8'-6�/z" 5>-0" 9'-5�/z" 4).PROVIDE 2X8(MIN.2X6)ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES � Z TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS A. SILL GASKET, � O 46'-0" 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, H 10 INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A Q MINIMUM 15"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO u W 0 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. a (n FLOORPN 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE i i V E PROD ECT NORTH BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. SCALE. 1/4" - 7).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL I S SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-1 JOISTS OR STEEL JOISTS).TA FLAK JACKET TO BE USED IN PLACE OF STRAIXMX_ TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETf> C A Rc _ DRAWN: MH/MS 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. '$'r# ,NSC/yy SCALE: 1/4"=1'-0" JOB#: 9).SMOKE/CO DETECTOR PER CODE. ecember 28,2017 r` "'? `.:4•`;,' a ,` Y SHEET NUMBER: a �0A-3 FOF µ ��. REVISIONS 27'-8" 7'-0" 5-4" B 3'-o" 15 -0 91-81t 21-4 3 -0 A ^ Oho DO ----------------- o TW3046 TW3046-2 N TW3046 O (3) X8 HDR (3)2X8 HDR i 2X8 H (3)2X8 HDR I 1 M W ♦— I ZD 0') O x N ti m a 1 r n I r ' 1 0 U In H 10'-0" co N I a i� W I z r is '� 'a p rQ ,� •i,` K ? w f r N 1 U v o0 IM __ __ ____ ___ � c47�.J O ( )2X12 GI DER 1111 „ , „ , " O , ,f , 8 8 Fu COLUMN o 11 -9 11 -11,2'-"2 3 -81 -9 =6- 8 0 Cl) C' wy 6X6 ACQ POST if 00 � m nu p� I 1 0 Ilil � Q 1 I I I I 1 1 1 I 1111 5'—8" 6'— 1" t. s IT-- 1 1 1 1 1 1 1 1 1111 1 i 1 1 1 1 1 1 1111 W I FBATH \ ----- ---- ----- 0 2 2 8 DF I ) (3 2X12 GIRDER^ `111 i• I 1 1 1 I 1 I I O n n oC ( 8 DF ^, �� 2'-6" 1'-6" 2'-6"^ -4'-6" 2X6 HDR - 2 HDR 2 2X6 H w O� O O 2 WI N 1111001111 X ------- I�10 I N .� Q00N ------ I \ O. wInl f- 6'-61/2" O HALL 13'-6" 16'-5" 1 1 1 1 1 1 1 1 1111 C 1 1 I 1 1 1 I 1111 1111 1111 6 -p„ f-41/f, 5,- `1' ° c Illi 1111 N ^ ^� d IIII O iiii = O cfl _ _5�"_ _ _fill Lu FU_ �� I O 1111 N'l I N I N I V 1111 W I (p (3)9-1/2 ML w/ a N nn n 11 N \ PA TRY 11' AL AB V (2) "STEEL 00 0 T-0" --------- --- - - - -- - ------ - - I = o nll �.. 2X8 HD - -------- -- ------------- °D inn O 4'-0" ( 1 '-2' - 5'B" N N M 1111 i� BAT I 1111 N No. N _ Q a w 1 O HW00 i W/D w;■ -I -N 1 1111 "' N KITCHEN / DINING 1111 �] I `r � .. � �1 � 1 1111 Z Q BUILT-IN CO p0' N I 1 ____(3 2X12 GIRDER ____ I C g0 1 ----- ----- ------ w a 1 I '1 x .— 1 niO 1 '^ /4X7-1/4 ML w/(2)3/8"STEEL 1 ^_ ____ 8X8 FG '■ i✓ ; COLUMN a oc I 4'-9„ 2>-9„ 7'-9,> f, „ ' , I 1 --- ---- ACQP 3 -10 3 -2 1 22 �?/�_-- -� 1 I __--_: ^I o ACQ POST o --- 4 If I ■1 (3)2X8 HDR i i� 22'-1" 3046 TW263 'n LIVING ROOM = N CATHEDRAL CEILING I O p p I K(3)2Ro = = o 00xCo 00 rn O 011. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH ^ Q �8'-61/2" 9'-51/2" RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER R 0 i� (3)2X8 H (3)2X8 HDR MANUFACTURE'S INSTRUCTIONS. }- 2. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. W TW3 46 3046 I B ET1 � W 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. w = Z 3'-0" 17'-0" 3'-0" 4'-21/4" 13'-6" 5'-33/4" 4. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. U J 5. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 1 U) O UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK Z 23'—O" 23'-0" STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. O A 6. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS d (n 46'-0" 70, (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 10 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 7. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESS N APPLICABLE.PROVIDE DEBRI-PROTECTION PAN W E PROJECT NORTH HARDWARE UNLESS OPENINGS HAVE IMPACT FLOOR PLAN 8. INSULATATION UNLESS OTHERWISE NOTED; /R 49,E �A WALLS:R20,FLOOR:R30.EXTERIOR OPENI<`}' ( ' DRAWN: MH/MS SCALE: 1/4" = 1' S f „ . SCALE: 1/4"=1-0 9. ALL WALLS AND CEILINGS TO BE PROVIDED IT 2", LIVING SPACE: 1375.5 SQ.FT. BATHROOMS TO BE INSTALLED WITH MOI SIt RESIST JOB#: SHEETROCK.USE DUROCK CEMENT BOARD S L December 28,2017 EAST PORCH: 190.0 SQ.FT. AREAS. A 'Q��M1 SHEET NUMBER: 10. INSTALL SMOKE AND CO DETECTORS AS REQUI� f WEST PORCH: 104.0 SQ.FT. 0F N !' REVISIONS B A)— ---------------- 1 I ------------- - o©o o©o I i 1 1 1 1 I 1 I I •---------------------------------- -------------------------------- ------------ �------ --------' I �� 1 1 I I 1 I I 1 1 I I I I I � I I 11 1 I►y ---- ------- - O b0 1 � ' i i , , , I ' '•=,1 U � M LL C I I r I 1 , , 1 I , ,----------------------------J .r --- -----------'-'--, Ita 1 1 I 1 1 I 1 1 I ; --- ---------------- 4 -- -- ----------------'I -- II .------------^--- ---^-------- ' ----- --------- 11 `--------- 1 1 I ' I I I 1 4 i t I2,3'—Ot' I a • - - - - ------------------------------------- ------------------ -----i II I ------------------------------------------------------------------1 it 1 1-3/4X11-7/8 ML RIDGE 1 V 1 -------------------- •------------------ I , 12 II 1 8� o Q a I 1 - , , ,� , - 12 1 @ ` ----- 1 1 a - I r I --------------------------- ------------------------- I I T 12 1 1 4 1 1 1 I 1 I I i I I 1 I I I 1 I I 1 I 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. I I I I ----------- 2. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. Q Y 3. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 0 0 4. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND W >_ DIRECTLY TO THE DECK ALONG EAVES. .—` O W > B 5. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ w Z 23 -O 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 2u:) Q 6. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS W --I WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. U) O A 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING H MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. O UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Q 0 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING iS d COMPLETE. N 8. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. V 1 ROOF PLAN E PROJECT NORTH USE GALVANIZED COATED)ROOFING NAILS, A-12 GAUGE WITH AT W LEAST 3/8"DIA.HEADSADS,,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT SCALE: 1/4" i 1 t CUTTING INTO SHINGLE SURFACE. /4tr = 9. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA DRAWN: MH/MS RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. SCALE: 1/4"=1'-0" CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO IP JOB#: CONCEAL VENT. December 28,2017 10. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIg ✓Q� SHEET NUMBER: A-5 • w + i A."W4 A. K oir N REVISIONS 12 ICE&WATER AT 4 [._� INTERSECTION �2X,QDO'l @,6.00 (TYPICAL) DB O O r-- 1 I 59LZk12 00 )pOp 4 16"OH #2 @°16"OC (fYP) ASPHALT ROOFING (3)7-1/4 ML w/ (3)9 1/2 ML w/ 30#FELT,FLASHING 466'ie (2) 3/8"STEEL (2)3/4"STEEL (2)2X8 1/2"CDX SHEATHING PLANTER SHELF 2X8 FJ @16"OC 2X8 FJ @16"OC 2X8 F1 @16"OC rn N7 N o F711 O LIVING ROOM oI t 6AT BEDROOM No. 1 M 00 2X6 STUD WALL C> / (TYPICAL) --j �o 1/2"SHEATHING SIDING,UNDERLAYMENT S v 2 3/4"SUBFLOOR s C) 9-1/2 TJ1230 12"OC 9-1/2 TJ1230 16"OC ;- U 2 9-1/2 ML' 3 9-1/2 ML - 2X ACQ SILL PLATE OO GIRDER GIRDER TERMITE SHIELD PONYWALL.- SILL SEAL O 00 _ O I CONC.BLOCK WALL STEEL COLUMNS ;y$ 8"CONC.BLK. y DAMPPROOF 00 i I 4"CONC.SLAB -t a. a a. • •. • e. ILA. e a e. a ,Lind • a. a I• �•va D v1� s �e��vl pv�e s —— — — w 36"X36"X12"FTG. 42"X42"X12"FTG. 16"X8"CON FTG. ^ (4)#5 REBAR E.W. (2)#5 REBB AR O 1-3/4X11-7/8 ML RIDGESECTION A-A Q z z W SCALE: 1/4" = 1' O 44 w DgL.2k 1212 1 �J `I C� @16'C) ASPHALT ROOFING L� 30#FELT,FLASHING 1/2"CDX SHEATHING 12 2X8 DF#2 CJ @16"OC � � o KITCHEN BEDROOM No. 3 2X6 STUD WALL `� 16"OH r (TYPICAL) (TTP) 1/2"SHEATHING Q Y SIDING,UNDERLAYMENT 0 T Lu �' (2)9-1/2 ML 3/4 SUBFLOOR �� + ^ - - — V 1 W 0 Lu I 9-1/2 TA 230 WOOD-1 FJ @16"OC F Z 00 (3)1-3/4X9-1/4 ML GIRDER 2X ACQ SILL PLATE ^� W O TERMITE SHIELD SILL SEAL I, U) —• - — 4"dia.STEEL COLUMN T� 8"CONC.BLK. DAMPPROOF In 4"CONC.SLAB e A e. a e e. e, , e . e. e, e e e. _^ y. o d DRAWN: MH/MS 16"X8 CONC.FTG. SCALE: 1/4"=1'-0" 42"X42"X12"FTG. (2)#5 REBAR JOB#: (4)#5 REBAR EACH WAY '►� tri • AC December 28,2017 SHEET NUMBER: SECTION B—B SCALE: 1/4" = 1' - a' A�6 OF REVISIONS (LEDGER BOARD) No go 1-3/4X11-7/8 ML RIDGE DBL 2X10 DF#2 RR 110C 2X8 2X8 DF#2 RR @16'0C 2X8 DF#2 �o RR @16'OC �4 o©O 2X6 CJ @16"OC 2X8 DF#2 CJ @16"OC 2X6 CJ @16"OC (3)2X12 GIRDER (3)2X12 GIRDER I I I L 8X8 FG COLUMN 8X8 FG COLUMN ; ; w/6X6 ACQ POST w/6X6 ACQ POST BATH No. 1 KITCHEN DINING ; In 00 3'h RAILING L 1 I 3'h RAILING 00 3/4"SUBFLOOR1 .y w Z aa 2X8 ACQ DJ @16"OC 9-1 2 TJI2 0 WOOD-I FJ @16"OC —" - - O c° (3)2X12 ACQ (3)1.3/4X9-1/2 ML GIRDER 2X8 ACQ DJ @16"OC 1 I GIRDER (3)2X12 ACQ - GIRDER U Do p 6X6 ACQ 6X6 ACQ POST POST t` 4"dia.STEEL 2X ACQ SILL PLATE JER;.'�� ;=� 12"dia^ ;%� O a e COLUMN TERMITE SHIELD 1t4CONC.PIER p� O p 8"CONC.BLK SILL SEAL CO��• DAMPPROOF I vp 24"X24"X12" 4"CONC.SLAB 24"X24"X12" CONC.FTG. e. •, •. •. •. •. • e. • •. CONC.FTG. W (� A .. o✓'o*d •�•.'�vll o"vim s �•��vzi �"vim C•.'vi p"v•� � D•.-v1 16"X8"CONC.FTG. 1. 42"X42"X12"CONC.FTG. PRESCRIPTIVE DESIGN PER R402,2015 IECC: (2)#5 REBAR (4)#5 REBAR EACH WAY a a FLOOR SPACE R30 CEILING 49 R-VALUE R-VALUE: ,;*EXCEPTION FLOORS: FENESTRATION O W TOO SMALL U-FACTOR: BER IS R19 0.30 SECTION C-C. GLAZESLAB(HEATED)(2'PERIMIETER): R10 FENESTRATION TION NR SHCR: SCALE: 1/411 = 11 FRAMED WALL R20 SKYLIGHT 0 55 O W R-VALUE: U-FACTOR: ', -------- - •`• ----'--'--- ----------- BASEMENT WALL (CONDITIONED SPACE) 15/19 /I R-VALUE: TUTB� V LOr SII r 1 I I 2 W ® j,^ ®' ® ® Z^ y a I 1 �2 a Ir I I I I I INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. W.B WOOD-SCREW HOUSEWRAP AND FLASHING, Frl M BASED ANOLOR WITH 16*OC W..EMBEDMENT LENGTH + 1 I f ( ' ��1 I ( /� f ( 1 ' ( I I f' ' B�hSEMBEDMEEN LEN IC'OC ( / \I ` ( HITT/ \ly, ( ' I I/ I ' WINDOW WITH HOUSEWRAP DETAIL tin.EMBEDMENT LENGTH I I 1 I I/Mn&i LAGSCREW rI B45EDANCHOR WITH 16"OC tin.EMBEDMENT LENGTH 3/4-APA PLYWOOD SHEATHING LI_ --SHEATHING SHEATHING 1 S S GRADC PLYWOOD I I�1 I• � I �1 • I (ALTERNATNNE:7/16"0 5 B) I I I I w 61_ T 1 / 1/I"APA RATED SHEATHING f I / If I I 1 1 1 W GRADE PLYWOOD • i 1 I ` O 7 II '01 (ALTERNATIVIVE:7/16^OS.B.) II ® I 1 /f1 L I I I 1 I I I I I I I 3 3 v, l I f I ( f I I W FASTENER TYPE SPACING: ' r i / ! I ' O 'rum I I 1 1 Na B WDOD-SCREW STODS BASED ANQIOR WITH ID^OC Or Q WLNDDw siu b..EMBEDMENT LENGTH I ( 1 1 ^ { I ( ' I / I' IJ ( 11/4 11/4 11/2 11/4 11/4 11/4 11/2 11/4 TYPICAL WINDOW OPENING WEDw000-sa WOOD-SCREWS _ ( I 1 X 1111 I 1 PANEL SPAN EQUAL OR SMALLER 221 ED Iz oc THAN 4 FEET umn aa.LAGSOREW W.0 SINK LAV. W.C- I3" Q O HIASED ANaaL wlnL I-OC D.W. F.A.I. 2m EMBEDMENTIENGTH TYPICAL DOOR OPENING SH ER eA H PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD CONNECTED FASTENERTYPSPACING V 1 2 TOGETHER WITH STS NLESS STEEL BA E ANCHOR WITH EW AND EQUAL OR SMALLER TOGETMEAWTRHSTAMLESSSTEEL IusEDANCHDRw11r B^oc 2 11/2 2 2 THAN 6 FEET OR GALVINIZED B TS W/WASHERS ,Ii4eE>»nENT LENGTH I 3 C.O. AND NUTS C.Z-V O.C. C.O.I 11/4 3 I C.O. C.O. 11/4 N".ED Wool)SCREWS 3 TYPICAL MULTIPLE OPENINGS BASED Wool) '°` 3 21n.EMBEDMENT LENGTH 3 3 PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER 1/41n.Ab.LAGSCREWBASED ANCHOR WITH 16.OC , THAN 8 FEET b EMBEDMENT LENGTH .&arw DRAWN: MH/MS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4 : v� o ar��' = SLOPE"1/4"PER FOOT PITCH TO DRAIN T�---�t + C "k. SCALE: 1/4"=1'-0" AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) v 6� Vs C`h,.y �, JOB#: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 4"C.I. ` I EM AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO TRAP HOUSE �0 C �-v 0 December 28,2017 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL PLUMBING SCHEMATIC !`i /�,`� SHEET NUMBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, v -A Ai ,+ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ' ulw HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N.T.S. A�7 F 1 •E yr 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 RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 ° RIDGE LEDGER 8 ATHTUB 06 o°� HEADER DOUBLE JOIST © 0 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC ddp U ' WALL STUD V a THROUGH-ROOF EXHAUST +� 01) b VENTS SELECTED AND LOCATED BY CONTRACTOR w METAL STRAP VENTILATION CHANNEL AS REQUIRED RIM BOARD RAFTER Zt C e. RAFTERS MAINTAIN �� n SILL PLATE(S) VENTILATION WOOD JOIST }- U + FOUNDATION - TOP PLATE BLOCKING 2x4 LEDGER BLOCKING S 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 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 CONT N. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS , OPENINGS OF Vs INCH IN DIMENSION. , INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / ��• 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDCWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� ' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDCWN ANCHOR EACH RAFTER ON ALL OPENINGS , 2ND. FLOOR WALL w RAFTER L4 W WOOD JOIST ^� z F� C) W TOP PLATE GIRDER/HEADER U 1ST. FLOOR WALLWOOD JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC O AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION O INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. U INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET TYP. CONC. FOUNDATION A CONC. SLAB 6 MIL. POLY DAMPPROOF EXTERIOR • V� 1, 6MIL POLY ON EXTERIOR GRANULAR FILL � � • \.p "r � � � p V ^ ' STEEL COLUMN • 1 r a ( ae a \ .p . ` , f v ANCHOR BOLT EMBEMENT: // III � CONC. SLAB r.•• A p POURED CONCRETED: 7" �% p V COMPACT FILL se i BLOCK WALL: 15" �, �•° V .o ;O4 KEYWAY FOOTING •0, CONC. FTG. . n USE WTH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION O ` Q (USP LBPS58 OR BP583) �17 ANCHOR BOLT CONNECTION Q W r�T/l p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I V1..{ LLl DRAIN TILE • SUPPORTING MAXIMUM SPACING i i SILL PLATE TO FOUNDATION 1 STORY 72" OCO Z CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION •_j0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC �•� WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RA A R FOUNDAT N ui WALL BOTTOM PLATE TO FOUNDATION ` J U) O LAB-ON-GRAD 1-2 STORIES 57" OC ^ �Q �—SUBFLOOR ([ O CONC. SLAB I DOOR FRAME < (n 6X6 10/10 WWM GARAGE JOIST CL COMPACT FILL DOOR �— 1 I USE 2X8 STEEL BEAM s .^� FOR BLOCKOUT 4" SLAB •' •' P.T. PLATE , . W/ 6X6 WMM n SLOPE � 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �� < 1 '� • ° (WITH A NAILING PLATE IF NEEDED) • •��", 0• •„ ••• a• :• •• . • TO BE APROX. 1/2" OR HIGHER THAN < p • • STEEL BEAM TO ALLOW FOR SHRINKAGE DE PQ ' ` .• . � . Q'/)• 5K .p o °D °•eD e•o• •'p• _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)`t° a a 6D— n' W.W.M.. . . c DRAWN: MH MS p I SUBFLOOR SCALE: 1/4"=V-0" MIN.. ,s •' cl REINFORCING BAR I •D 0 REINFORCING BAR a°• • )OB#: DRAIN TILE ►I STEEL BEAM December r 28,201712" PLATE (B SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) //4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A�C`�'°Ey REINFORCE FOOTING WITH (2) //4 REINFORCING BARS. GARAGE DOOR BLOCKOUT �">. 0 Fr N REVISIONS CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUN WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW 1 N G S SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERUIRED HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - 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. SOIL COMPACTION: 4"MAX. KING STUDS 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# {}- CAPACITY. I 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA.MAXIMUM CRIPPLE STUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. RAFTER 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 LEDGER AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE ��©0 °0 RIDGE HEADER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Z DECK AND COVERED PORCH NOTES: RAFTER JACK STUDS izi 7 ;o ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. ^' II fasteners,hangers and anchors to be galvinized or stainless steel. [LATTER-TO-LEDGER CONNECTION ).Girders for deck joists to be bolted or anchored to each post or pler with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION I LOCATION JUSP NUMBERI DESCRIPTION APPLICATION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete STAIR RAILING LOCATION USP NUMBER1 DESCRIPTION APPLICATION 2x6-2x I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP I APPLY TO EACH JACK STUD footing-Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall r�t ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD be 3 ft.below grade. ti m 1-1/2"SPACE 4).Deck Joists to have blocking at 8'0 o.c.. Uu) ^� N� ►] m m MINIMUM ).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers CS ~ c and nuts at 16"o.c. RAFTER ft U c 2 Lr)HANDRAILS 6).Concrete piers shall be a minimum 6"above grade. �1 %J M °.' O oa w RAFTER ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored U t _Iz� to girder(s). POST Covered Roofs shall be assembled and anchored the same manner as a g tt U ~ ). typical building. is � TOP PLATE 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal r d TOP PLATE for any contact with ACQ. z c BALUSTERS WALL STUD RIM/DECK 101ST ° OPEN BALUSTER ATTACHED TO WALL WALL STUD o HANDRAIL NOTES: All required handrails shall be of one of the following types HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 1).Type 1.Handrails with circular cross section shall have an LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT RT15 TYDOWN ANCHOR CONNECT EACH outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 inches.If the handrail is not circular it shall have a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS perimeter dimension of at least 4 inches and not greater CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD than 6-1/4 inches with a maximum cross section of PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12*RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER dimension of 2-1/4 inches. 2).Type Il.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both 4"MAX. sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest F+� 1.4 4"DIA.MAXIMUM portion of the profile and achieve a depth of at least 5/16 GIRDER/HEADER inch within 7/8 inch below the widest portion of the F- inch The required depth shall continue for at least 3/8 O W GIRDER/HEADER inch to a level that is not less than 1-3/4 inches below the Q o tallest portion of the profile.The minimum width of the ° handrail above the recess shall be 1-1/4 inches to a ^ 'Z JOIST POST/COLUMN ° ° maximum of 2-3/4 inches.Edges shall have a minimum F�1 O o° radius of 0.01 inches. f""1 ZD POST/COLUMN W U GIRDER/HEADER NAILING SCHEDULE 4.4 �r ROOF SHEATHING, O POSY-TO-GIRDERM � EADER CONNECTION NAIL NAIL / z LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION Q� 8 AS PER TABLE 3.8 SPACING . NOTES `,1 O 4x4 SOLID COLUMN P6544/PBSE44/KC44 POST GAP ANCHOR APPLY TO EACH COLUMN SfRUCTURAI PANEL Sd a U DECK/PORCH RAILING SPLICED JOIST]OVER HEADER/GIRDER 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION WFCM-SBC LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 I H.C. ANCHOR APPLY TO EACH COLUMNROOF FRAMING: JOIST TO GIRDER/HEADER RTiO TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NAIL NOTES RAFTER TO B'WALL:3-Bd COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST ° CEILING JOIST TO AS PER TABLE 3.7 EACH FACE STU PARALLEL RAFTER WFCM-SBC IAP NAIL ilvBEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE o OVER PARTITION WFCM-SBC LAP NAIL a, COLLAR TIE AS PER TABLE 3.4 EACH FACE ° WOOD JOIST TO RAFTER WFCM-SBC END NAIL BLOCKING EACH TOE LEDGER TO RAFTER END NAIL 2•Sd COMMON ° GIRDER/HEADER R M BOA D E CH END W Q Y WOOD JOIST TO RAFTER END NAIL WOOD JOIST )' 2-16d COMMON CONCRETE PIER r 0 •,' WALL FRAMING: r� W O NAIL NAIL FLUSH J015TS WITH HEADER/GIRDER QTY. SPACING ,•••, JOINT DESCRIPTION NOTES �+l W SELLING JOIST TO BLDG,CONNECTION TOP PLATE TO PER O W 2-16d COMMO FACE NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH DOUBLE 2x TOP PLATE FOOT �� = Z LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16-OC WITH WASHERS THE PROPER STEEL CONNECTOR. TOP PLATES AT JOINTS FACE IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL (MINIMUM)HEADERS HEADER/GIRDER-TO.POST CONNECTION 4-16d COMMO U TO ALLOW FOR SHRINKAGE. )) FOR HEADER INTERSECTIONS EA.SIDE NAIL OR BEAM LOCATION USP NUMBER SPUD DESCRIPTION APPLICATION TO FACE 24" W J) 2.16d COMMO (n Q ROD � (2)BEAMS IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL _ REQUIRED j (3)BEAMS IPAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE FLASHING TUCKED UNDER FOR SfU HEADER ALONG EDGES NAIL , ` Q TOP PIECE OF SIDING AND TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END V �/ O LAPPED OVER FIRST CONTIN. II PLATE TO SND 3-16d COMMO PER 2x6 STUD NAIL 0 PIECE OF SIDING BELOW BOTTOM PLATE TO: FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD END JOIST OR BLOCKING FOOT CONNECTED TO BLDG.@16"OC V 1 STRINGER CNW COUPLER NUT POST DECK FRAMING: @16" C (2)THRU- MINIMUM JOINT DESCRIPTION NAIL NAIL NOTES BOLTS t END DISTANCE JOIST TO: 4-8dQCOMMO PER SPACING TOE FLOOR FRAMING 2x JOISTS a t o s SILL,TOP PLATEBRIDGOR GIRDER OCH TOE DRAWN: MH/MS PB44 POST ST NAIL ANCHOR "dia. ° •"••ti. - MINIM M s 2.8d COMMO PIER 16"TREAD ' o 'o a ENa NCE TO JOIST END NAIL o' D 12"x12"x12" BLOCKING FOR a, CONCRETE FOOTING . "+� BLOCKING EACH TOE SCALE: 1/4"=V-0" JOIST HANGER o . 2-8d COMMO LAG BOLTS t , y •% .�: '" c" TO JOIST END NAIL JOB#: GRADE >a e CONC.SLAB a ro a BLOCKING TO: EACH TOE sem• RIM JOIST/BD. C •;v (AS REQ.) a;vim° • SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL a r/ C a` December 28,2017 HOLLOW COLUMN UPLIFT LEDGER STRIP EACH FACS, ► At • SHEET NUMBER: .'" 3-16d COMMO ",is 8"dia. •e b e DECK PIER SIMPSON STRONG TIE MODEL STRRi/2 DECK POST FTG.CONNECTION TO BEAM JOIST NA J( (�`�SC/�//. e CONC. ^e a' PER PLAN INSTALL AS PER MANUFACTURES RECOMENDATION! JOIST ON LEDGER PER E �/ •1� ' 4' LOCATION USP NUMBER DESCRIPTION APPLICATION 3-8d COMMO DECK/PORCH LEDGER CONNECTION 3'-0 PIER r e TO BEAM JOIST I 7 ° 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING �• w v a a'a BANDST 3•16d COMMO PER _9 Q a' 0'4 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST JOIST I "r' '• BAND JOIST TO: PER •, d', a 2-16d COMMO ENA r SILL OR TOP PLATE FOOTA 9L t REVISIONS 1 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ► PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION 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 CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER 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) Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES f�O° o OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 ©CO 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 ATTICS w/o STORAGE 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 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 ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAILGAURDRAILS ANY DIRECTION 200 o 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 QTY SPACING NOTES N precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) TOP PLATE TO PER FACE NAIL U 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:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all N corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE tt P-45).Refer to the Window and Door schedule for exterior openings. -16d m 4 INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v C) 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C, FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. P 16d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL j in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION e 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS T 2015 IECC 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 t).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floorFLOOR FRAMING:s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 11 YES - 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. ) SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry $ 8 .CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 shalt 2-Sd COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y 8 $ with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING 2-8d COMMON EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i,.Concrete to be TO JOIST END NAIL 9).CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs SEE NOTES:1 (BOTH FIELDS) BLOCKING TO: EACH TOE 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 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD � „ anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W 6 maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Bd COMMON @ 4"O.C. SEE NOTES:1,3 � E- along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES O Z DECK AND COVERED PORCH NOTES: JOISTONLEDGER PER TOE z 3-8d COMMON 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END Q � All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONF_ the below grade portion of exterior walls prior to backfilling. $ $ 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, w U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMONO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION C) ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For P4U Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<6<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. NAIL SPACING NAIL SPACING AT INTERMEDIATE CEILING SHEATHING: SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION , B Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1 3(BOTH FIELDS) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as atypical building. Sd COMMON STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,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"OSB 6d COMMON 3"O.C.EDGE H 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 I I 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with f 7 Q Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 0 WALLBOARD Sd COOLERS 10"O.0.FIELD (`/ O O on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 0� }- 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted(typical). 1 .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, W O 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL ) �1 W provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q $ P P f1 QTY. SPACING �� = Z STRUCTURAL PANELS where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. (n V OR LESS Q HVAC SYSTEM NOTES sd coMMo 6 12„"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED LU J 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists U) O $ 1 .Mechanical subcontractor is responsible for adhearin to all applicable codes and safety NOTES: Fireblocking shall a provided rr cut off all concealed draft openings(both vertical and horizontal) _ under all bearing walls. ) p $ pP y � � and to form an effective fire barrier between stories,and between a top story and the roof space. D requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF $ P $ r 1 O needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLYspaces / Q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � (n equipment supplier. levels.Concealed horizontal furred s aces shall also be fireblocked at intervals not exceeding 10 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 P $ CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed 3).HVAC subcontractor to provide final system layout drawing and submit it to the General P $ $ Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. � + ,►� 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces r. � � A ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. �'C � aSCDRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot-16d nail per foot. ` �`Y` SCALE: 1/4"=I'-0" 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of , C! 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION' flame and products of combustion. j NX �A a JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 December 28,2017 torch down a material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR h'P 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code'� � � p" TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. �b . tqr r SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: •�Q. ~1233� DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY +, `*. A- 10 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL �. ®� ��~ TE'TED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS r 0 - - UQ 0o 0 L-—-—-—Lu o ` N _ N N U 00 - - - - u z O ` I PROPOSED WEST ELEVATION SCALE: 1/4" = P w z �D za � ww x O w � O � o w zo W Q � - - - - M o D > _ F-1D w owW _I � = Z 0 CCT 3 0 N i.+,� 0 O J I cW/) O 00 BUILDING FJ�g'�.'. _ TOWN OF SOUTIiOUD � < O --- --- - - , 0 s i ..N ( ,V DRAWN: MH/MS •� tC �'` N SCALE: 1/4"=1'-0" JOB#: w �.. October 24,2018 {� SHEET NUMBER: PROPOSED SOUTH ELEVATION �a3 SCALE: 1/4 = 1' A� I P..P-# Lfa`7oC) i�,,z1 rzirTjr r1z' r: P►1 REVISIONS a 00 . 0 o . H N U H OLLJ 00 � m H k K w o � U D1 c co u ti -— — - _ is ob — - O PROPOSED EAST ELEVATION- SCALE: 1/4" = V z �D z0 C) o � H Q wa � Ww � w °z a � o W Q � W ow -------- — I H = Z LiN I I cn0 � ��l H -- -- -- V EatQ 9< coa CCIA,,+, DRAWN: MH/MS fy � SCALE: 1/4"=1'-0.. �' JOB#: October 24,2018 -� SHEET NUMBER: PROPOSED NORTH ELEVATION SCALE: 1/4 = 1 Lt Rrr.7. riREri.,i T r, REVISIONS 40'-0" 27'-8" 7'-0" 5'-4" .01 . -------------------- 1 1 1 I I I I I I I I I AW31 N ------------------------ - -------------- o 0 ' (2)9-1/2 ML 1 N I 1 I ml X o') Q I 1 M , 12'_0" , 1 I � 1 i 0 I 1 —0" H'-01/2" 8'-03/4" 7'-63/4 7'-6" 7'-6t'`1 N iQ v ' n I N I I 1 17'-11 1/2" 18'-91/2" 8'-0" I , O F--IW1. f " , 1111 6'—10/2 3 — 7 —6 7'-0" 1'— v '� z 1111 iIj 00 c 1 1111 , 1 1111 , I w IIII I M 1 t� 1111 r(jpl_K IIII ----------• .-_________+ r_ .l----- -- --------�-- -�+ IC 70, ' ' CTdR 1 , 1 I 1 ------'--� I i I n I � U1111 UMFS, I I I 1 1 1 I 1 I fV) O , a 1111 " ; ( ) 1-3/4X9-1/2 ML GIRDER ; ; (3);1- 91/2 ML GIRDER ; ; (3)1-3//}X9-1/2 ML G RDER I 1 Int - ------------- ---- ------- _ - 111 1 1 N -_-_#___- ------ 1 � 1111 X 1111 1 1 1 1 1 II11 1 p 1 N nn ® I 1 1 1 " , HSS it"dia X 1/8"COLA4N LEDGER BOARD TO BE FASTENDED ' ' ____ _ __ `____ __-- S 4"dia x 1/8 COLUMN ,) 42" 1 ' 2XIO ACO DI 016-017 iiii x42_X 2= REVISIONS 40'-0" 27'-8" 7,-0 5'-4" ol 3'-0" 15'-0" 9'-8" 01 2'-4" 3'-0" ----------------- TW3046 TW3046-2 N TW3046 #40 (3)2R8 HDR (3)2X8 HDR 2X8 H (3)2X8 HDR 11'-9" ❑ ❑ 11'-1" 2'-2" 13'-21/2" ❑ '� o - o a 0) 00 N I v m o _ u o N f i� z N ti Cn d 0 a `� U N C `~ CN ❑ oc Em � 3'-81/2' 9'-6" o01 T__ f O w CO Co 10 - U op N (2 p F (2)2X8 DF 2'-6" 0 q ,n t7 �w s (2)2X6 HDR z N I oo c 0 I ti Ln N W 6'-0" N _ BATH ~ N N N No. 2 2'-8" 3'-4" _ p o 0 ui X a I N , f, , ,> ff N Co 2 -31/2 13 -9 13 -21/2 Q Q BUILD WALL TO ROOF CO TW3046 .r2LL%441L-Z/$WLELUS _ . I Nr (3)2X8 HDR -2i/2' w f BATH 0 V- s f 00 No. 1 1 - x �� I I ; N Q Q N 7'-21/2" 7'-9" d I `� ---- N I N o) DINING 1 0 KITCHEN Q a N ---------- 1 '-71/2" I CATHEDRAL Cn C -------- I C) Oa 1 Co A- w -------- I I O I (3)2X8 HDR (3)2X8 HDR a -- -Z-- _ T-0" ----------- N 0) TW3046 I LIVING ROOM LL CATHEDRAL CEILING 0 �j Cj 00 o I in = CN 0 N 36"DIRE ( _-T-VENT 3)2X8 HDR 00 FIRE LACE T-0" RLjO (3)2X8 HDR (3) X8 HDR - 3)2X8 HDR --------- �T�� TW3046 TW3046 TW3046 --------- 1�1 2 0 0 ---------4 ------- O w --------- U) 2 _ J --------- U O ___ 3'-0 8'-6" 8'-6" 7'-21/4" 4'-41/4" 5'-0" 2'-91/2" 6'-8" Q0Q --------- Q O 6'-0" 31'-61/2" 5'-0" 9'-51/2" 8'-0" N 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER MAX.10'OC AND INTERSECTING WALLS,LOAD-BEARING WALLS, W E PROJECT NORTH-RT H MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. FLOOR PLAN 2. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. PER CODE. w 7. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHE '` . yy DRAWN: MH/MS " i t� i S 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING �'� SCALE. 1/4 = 1 dc� / SCALE: 1/4"=1'-0" LIVING SPACE: 1375.5 SQ.FT. 4. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. JOB#: EAST PORCH: 190.0 SQ.FT. 5. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 8• INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R491 EX- October 24,2018 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 " �' ; •�" ?y" 3 SHEET NUMBER: STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 9. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. WEST PORCH: 104.0 SQ.FT. SIDE FOR MICROLAM HEADERS. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. a 10. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A4 A�11 E,', 1��il�3�r�� REVISIONS B A ----------------- 1 , Oho 000 1 1 I I I 1 1 1 1 , ---------------------------------- -------------------------------- ----- --- _L-------------- :51 ------------ � N �1 I � ' 1 •-----+ 1 i � ,—� m � max° 12 ------------ - 4 SY1 r----------- --- , U M ---------------------------- O II 1 1 1 -----+ 1 ' •--------------------------I I I I I I 1 1 I 1 1 --- '----------------, 12 I 1 t 1 1 1 1 1 ; --- --------------- I 4 ----------------+ - ------------------- -------------- I ------' - 1 ii '✓ ' ---------------+ ' ' ------------------- -------------------------------- ' 1 1 ' .' �• 1 ------------ r--------------------------+ , I II 12 C 4 I I 1 , -------------------------------------- - �_-----, 1 . ' i ' ------------------------------------------------------------ --------, ii -, (2)1-3/4X11-7/8 ML RIDGE -------------,----' .------- ' I I I 1 1 1 1 1 1 1 '• 1 I z 12 zo I 1 1 1 ------------------------ 1 ,' ' I 8 ZD O I 1 1 1 1 . ,' I 12 I � � w •--------• a/ I I I I I I I I I � 12 I I I I 1 I I I I I I 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 1 I I I � I I I 1 •----------- 2. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, z ' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. Q 1 , 3. APPLY1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. O O 4. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES ANDW >. DIRECTLY TO THE DECK ALONG EAVES. r—, O W ' B S. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ = Z 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. U Q 6. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS W J WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. (n 0 A 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING h MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. O UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 0 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS d COMPLETE. T^ N 8. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INRUCTIONS. V 1 PROJECT NORTH USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT. ROOF PLAN W E LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THRQW OD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHI(.I, B@T i — i t S CUTTING INTO SHINGLE SURFACE. SCALE: 1/4tt — 1 9. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIR-A-V N l'br' • ' , _4 Z� � DRAWN: MH/MS AT SOFFITS,COR-A-VENT X-S AT ROOF-WALL INT - S,Lam;; O RA-�' - RIDGE VENT AT RIDGES,AND GAF MASTER VENT O AITt�R S SCALE: 1/4"=1'-0" CONTRACTOR TO INSTALL SOFFIT VENT ALONG E O 0 JOB#: CONCEAL VENT. ti �f 'j6.!'Fa r October 24,2018 10. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTA EDS SR Lel ED-.-=' SHEET NUMBER: A�5 it, 3drJ��.1�rl1V'f rJl',ri,