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Home My WebLink About43758-Z II ��o�QS11FE01�ea Town of Southold 1/31/2020 S, P.O.Box 1179 co " z Y 53095 Main Rd Southold,New York 11971 , CERTIFICATE OF OCCUPANCY No: 41029 Date: 1/31/2020 THIS CERTIFIES that the building ALTERATION i Location of Property: 640 Cases Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2019 pursuant to which Building Permit No. 43758 dated 5/17/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for I 'which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH, SUNROOM AND STOOP TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR i I I I I I The certificate is issued to Swanson,Kenneth&Suzanne I of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43758 12-24-2019 PLUMBERS CERTIFICATION DATED 01-03-2020 an Fulton I I u ori ed gnature i i i TOWN OF SOUTHOLD xc°°y BUILDING DEPARTMENT TOWN CLERKS OFFICE oy . SOUTHOLD, NY ?✓al ,� ,�ao�s 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#: 43758 Date: 5/17/2019 Permission is hereby granted to: Moore, Warren PO BOX 7 Laurel, NY 11948 I To: construct interior demolition to existing single-family dwelling as applied for. Additional permits/approvals will be required. I 1 At premises located at: j 640 Cases Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-8 I ' Pursuant to application dated 5/9/2019 and approved by the Building Inspector. To expire on 11/15/2020. j Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 I , j Total: $250.00 Building spector Form No.6 TOWN OF SOUTHOLD j 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: ro lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,property 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 the reasons therefor in writing to the applicant denied,the Building Inspector shall state t. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50. , 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 Residential$15.00,Commercial$15.00 5. Temporary Certificate of occupancy- Date. New Construction: Old or Pre-existinBuilding: (check one) o .S�' LA-A)& 6'vg- Location of Property: treet Hamlet ouseNo. JA Owner or Owners of Property: (J I,w Block Lot Suffolk County Tax Map No 1000,Section fog � — Filed Map. Lot: Subdivision Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: c one) Fee Submitted:$ Applicant Signature OF SO(/r�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol ® iQ roger.riche rt aCDtown.southold.ny.us �CoUNmv BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Swanson (Moore) Address: 640 Cases Ln City: Cutchogue St: New York Zip: 11935 Building Permit#: 43758 Section 109 Block 5 Lot 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Alan Hubbard Electric License No: 4285-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 12 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt20a Emergency Fixtures Time Clocks 200 Disconnect a Switches 21 Twist Lock Exit Fixtures 11 TVSS Other Equipment, 200a underground service, 3-combination smoke / co detectors, 1-air handler-115. 1-range hood, 1-ARC fault circuit breaker. Notes: Inspector Signature: ` Date: December 24 2019 81-Cert Electrical Compliance Form As IJ _I �tf so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 t� Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 'a ,JAN I 3 1 2020 - i CERTIFICATION Dater 2�� Building Permit No. 3�] Owner: L co 'Sw pw S o,V (Please print) Plumber: D uuTwj- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 1 - � y (Pltdnbers Signature) Sworn to before me this stay of , 20 ---)-D. yl ' i NotaryPublic, _ County jeWMAF E P.CO5TE-O taQtarY PubfiC"State o9!Wo Ywic Plo.0IM475835 asal+fte�lr► Mdk CoM31 issim Expr� i Soil * * TOWN OF SOUTHOLD BUILDING DEPT. °`�courm N 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. F 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: �S DATE No INSPECTOR r 1-56 BOE so \ # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC - 10N = [ 4- /FOUNDATION FOUNDATION 1ST [ ROUGH PL13G. :[ OUNDAT_ION 2ND [ ] INSULATION/CAULKING [ ] FRAMI /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) "[ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ RE C/O REMARKS: ol frkmfi 1q DATE INSPECTOR 5 OF SOUTy�� TOWN OF SOUTHOLD- BUILDING DEPT. urm, 765-1802 INSPECTION- I FOUNDATION 1ST [ ] ROUGH PL13G. �f [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION AELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: og DATE- INSPECTOR z - o�aOF SOUIyo # TOWN .OF SOUTHOLD BUILDING DEPT. `ycoum '' 765-1802 INSPECT -ON ' [ ] FOUNDATION 1ST [ ] OUGH PL13G. FOUNDATION 2ND- [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c. WAt1 DATE D INSPECTOR �a0 UIyO # DEPT. # TOWN OF SOUTHOLD BUILDING courm��'' 765-1802 a y=1 NSPECTION [ ] FOUNDATIONS 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND j ] ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION' [, ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ov, 4 01AI 4v- C4k e DATE I kllq 11401- INSPECTOR OP SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION 3 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ], FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY ; [ ] =FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Q�] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 2� INSPECTOR 1� FIE I D INSPECTION REPORT -.DATE COMMENTS/' ey FOUNDATION (1ST) ..................... �✓ 1sv ' 'FOUNDATION (2ND-) z �c I ROUGH FRAMING& PLUMBING y I • INSULATION PER N.Y; y STATE ENERGY CODE i 1i.H® I FINAL i i ADDITIONAL COMMENTS (c-)V u1� 0 E IM ITa1. e Am tt ID . c c 10 I1 li& L -vK- v4Z GI'C3 3 &cl -nokkA z i TOWN OF SOUTHOLD i BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. '� Check Septic Form N E C. Trustees C.O.Application Flood Permit Examined 510 Single&Separate �Q� g 2819 Truss Identification Form Stone-Water Assessment Form Contact: - l Approved 20t-f- 0�,•� � Disapproved a/c Expiration I Bldin�gg�nspector APPLICATION FOR BUILDING PERMIT I Date , 20 INSTRUCTIONS i a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder - Name;�of owner of premises b1 "" S,Zf VV VC- (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. Loc tion of land on which proposed work will be done: L Al House Number Street Hamlet - County Tax Map No. 1000 Section /�0e-) Block 'w,' Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use--anlld occupancy of proposed construction: a. Existing use and occupancy j nR �rn C� We t 1 - b. Intended use and occupancy 3. Nature of work(check which applicable):� s ' g ------ Addition Alteration Repair Removal Demolitionher,Work (Description) 4. imated Cost (To be paid on filing this application) 5. If dwelling, n er of dwelling units Number of dwelling units on eachfloor If garage, number cars 6. If business, commercial or mixe cupancy, specify nature and'exterit,°of each type of use. 7. Dimensions of existing stnictures, if any: Fr Rear Depth Height Number of Ston Dimensions of same structure with alterations or additio F t Rear Depth Height ber of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number tories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zonr use district in which premises are situated 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 V 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Naive 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 BVEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 1/ * 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF; 1,&j K\e n a4) 5woaao1� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the _ V)Q�c e (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. jswolto before me this day of (A 2019 TRACEY L. DWYE Notary PublicNOTARY PUBLIC,STATE OF NEW YORK ignature of A71h5ant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2b 20_ Scott A. Russell STOIKMIWATIER SUIPMVISOR coo MANAGEMENT SOUTHOLD TOWN HAII-P.O.Box 11" Z 53095 Mam Road-SOUTHOLIDNEW-YORY, 11M Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS PROYECT IWOLVE ANY OF THE FOU.0WING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. A 0 D. 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 FIRM+Aap of-anywatercourse-- * - - - 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 th6 Town and the proposal includes in-kind replacement of impervious surfaces. If YOU answered NO to all of the questions above,Sropi Complete the ApAlcant section below with your Name, SUMature,Contact hftmanon,Date & Cmu*Tax Map Number! Chapter 236 does not apply to your prWect if you,answered YES to OW Or More of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. A (Property Owner,Desip PracmonaL Ageat.Cott or Othed S.C.T.M. .1000 Date: odNAME- 0> & W Block Lot FOR BUILDING DERARTIMENT USE ONLY Contact Worm Reviewed By. — — — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Budding Permit. _4940 C6f-(f Lh-AJ*--- Stormwater Management Control Plan Not Required. LiStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM = SMCP-TOS MAY 2014 OFF X • .BUILDING DEPARTMENT- Electrical Inspector ��p� rC P 2 2019 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 OR- I ; gel, Southold, New York '11971-0959 p 'Dv t .' Telephone (631) 765-1802 - FAX (631) 765-9502 6°- "`"��`''' roger.riche rt(a)_town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - - Date: - Company Name: Name: Ala-•,A -4 ba-,-d License No.: [�' — "165 email: ,&A/24-) &A DS A6L . Address: PCS Au e 16o V // 9 3 Phone No.: (0 31 le 9 -2 / `7 t S' JOB SITE INFORMATION: (All Information Required) i Name: Address: r y� C s e- L� C O + Cross Street: Phone No.: Bldg.Permit#: G�3 2 SRF email: Tax Map District: 1000 - Section: / 6 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: �/ NORough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: . (All information required) Service Size 1 Ph 3 Ph Size: t-00 A #Meters 0�� Old Meter# New Service Fire Reconnect- Flood Reconnect- Service Reconnected Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done.on Service? Y� Additional Information: PAYMENT DUE WITH APPLICATION �a 4` Request for Inspection Form.xls Town Hall Annex r 4 Telephone(631)765-1802 54375 Main Road *' wnwo6 = Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-09594 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED. iWOOD CONSTRUCTION,AND/OR TIMBER CONSTRUCTION Date: Owner: JJ Location of Property: `t'� Lkeia Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): 1 Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) v Roof framing R ie I.P& Floor and o fr ming (FR) WALL, Signature: Name (person submitting this form): P,4 Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 OLSEN & OLSENI L.L.P. ATTORNEYS AT LAW GARY F LSEN ATTORNEY AT LAW DAVID WORTHINGTON OLSEN ATTORNEY AT LAW 3249SMAIN ROAD - PO. BOX 706 - CUTCHOGUE, NEW YORK 11935-0706 PHONE 631-734-7666 - FAX 631-734-7712 0 olsenlaw@olsenllp.com April 23, 2019 Re: Moore to Swanson Trust Our File 11290 Dear Kenneth and Suzanne: Please let this confirm that the closing in re the above transaction took place on April 23, 2019. Enclosed herewith please find the following: 1. Closing Statement. 2. Copy of paid bill from Fidelity National Title. 3. My paid bill for legal services rendered. 4. Copy of Deed. 5. Copy of Certificates of Occupancy. 6. Copy of survey. 7. Copy of checks issued at closing. 8. Original Title Insurance Policy. ease noted at the ha 10 fel 111 —et5k= -�M- --,j z2, -3 01 rj 3G651 it rr,s01 jgi.k iqlu 01, TMi hat ou-, e4bwwo May I suggest that you keep these documents in a safe place. As soon as I receive your original recorded Deed, I will forward same on to you under separate cover. Very truly yours, ID ORTHING N OL DWO:Imk Enclosures Kenneth W. Swanson& Suzanne K. Swanson 640 Cases Lane Cutchogue,NY 11935 OLSEN & OLSEN, L .L . P. CLOSING FINANCIAL STATEMENT Adjustments As of 4/23/19 i TITLE NO. 7404-004225 Fidelity FILE OR LOAN NO. 11290 PREMISES 640 Cases Lane, Cutchogue (Moore -to' Swanson Trust) CLOSED 4/23/19 at office of Olsen & Olsen LLP THE FOLLOWING PERSONS WERE PRESENT : V Kenneth and Suzanne Swanson; Susan Moore; Amy Kiri1ncic;nGeralyngtonsenLangEsq. ; Title Company Closer: Mary Kolakowski ITEMS CREDIT TO BUYERCREDIT TO SELLER PURCHASE PRICE _____________________ 585,000.00 --------------------------- PAID ON ACCOUNT OF PURCHASE PRICE58,•500.00 ------ -------- --------------------------- i 1st MORTGAGE BALANCE ------- ---------------------- Interest at from PURCHASE MONEY MORTGAGE ----------- INSURANCE APPORTIONED (SEE SCHEDULE) --- ------------- j TAXES $20.70 x 39 days ------------------------ 807.30 ------------------------- WATER ------------------------- i �FYP/ E Repairs ------------------------ j FUEL -- ---- -- 425. Tax (2nd 1/2) (Pro-rata) --------1,- - ------ 994.75 ----------425.00-------- -------------------- PROPERTY CONDITION DISCLOSURE , CREDIT500.00 TOTAL CREDIT TO SELLER 586,232.30 ----------------------- TOTAL CREDIT TO BUYER 61-,-4 9 42_7 5 RALANCE DUE SELLER 524,737.55 5----------------------- DISBURSE24ENTS BY PURCHASER PURCHASE PRICE PAID AS FOLLOWS i By Cash------------ See paid bill from Fidelity By Check---S-us�.1_N�oore__�524i237.55 Title for title charges ---------------------------------500.00 7404-004225 �((( Fidelity National Title Insurance Services, LLC 24 Commerce Drive, Riverhead, NY 11901 [] NYS GOOD FAITH ESTIMATE PHONE: (631)727-06001 FAX (631)727-0606 [x] FINAL STATEMENT [] ESTIMATED STATEMENT itle No: 7404-004225 Closing Date: 04/23/19 Closer: Mary Kolakowski pplicant: Olsen & Olsen, L.L.P. Lender: Buyer: Kenneth W. Swanson and Suzanne K. Swanson Lender Attorney: Seller: Susan Moore, as surviving tenant by the entirety to Seller Attorney: Karen Hagen,Esq, Warren Moore Premises: 640 Cases Lane County: Suffolk Cutchogue, NY 11935 Fee Amount: $585,000.00 r ,c ., 4. .Iv;,s. a*•s'y:� Y,• to e:ti,rn ^nr:.yy Fa"'2wkf t ;`)ti 5W t•* •a,•s,s„ _ :t� '-r, .-.,...r,,�,,t.:r:;.:sx-_ r;�,t t. t:•:. k:�.Y.~� . rs: .'s.= t'•r k'<"Y,r•J .:5,;'�r' kad V,,•i•..c...�,7.+•a.•rz)r:i,;h4,:d:nf^�'P;},5^'.7+7tn'„?v„^,o•A�+�'r�.:t'v'¢M.•4S•�.1tl p'r�,;.rt,7,�S�: Mortgage Amount: $0.00 - ,�'�, :J�.�, e$'#'�F;'k iii, J•,M1%`i� ➢ 1S'if, f., y ,, ":' 4r...y;+rr ,ti'J�T;,s,t t,*. u: - g - _ �'• •:cw:nL'"=�,-. u y� + �_`•, ��-• '�a ti%;�,rh' ,»'!• '' y �•`C' /, ,�,f.,n,;�:i•',';�;� t'f��,•^�+,,r,• rfit ,,�, „ ii`i}_r�v;� t S,;.x�.R,,.l,�i itw'S ,.Jr +. ,' '�^ F'YK �'t„'�j4,•F�r�9:iir�u,n�11r'J, C.O.MP -Y N ;;.r..: r m:,,,.,Wr ,,, �: ;:5v:h K,'.,•;, ,,v.,r,r v h .CHAR,G;ES;• ,_ :'''�.` - ..�.�. ,�. =�: �:it•s :��.: r:fi , Amount: +�•• ?'Bu e'r r 3. z,;` y,,,;c,,,,;,;. �`„• Fee Premium $585,000.00 y L'i'_ Sell'e,r:.�..5' ,�a;,;,;,,•: 1.Lender' Municipal Totals - See Attached $2,306.00$391.00 Recording Service Fee - Buyer $25.00 Sales Tax 8.62500%) $33.72 otaI Company Charges: $ $ s z IN`r ;�'1'(, 4�t /j� 'i'•!,F��:,,• e''n”;i�"% t� t" !i `S ;d: ;s-.7:n:j�•..'!'.• :7:f.• "••k i�'-�' ,(r',:t:u •.%�, RE.CiOiR•� .G„TAXES�� , ��,�, ��;.r 1-'•' � 'rn_�:�i;t�' + a•,'< :„ <'i,•.=w�••;;`. �:; • Amount: _ �� :�. �;�`�•'�'_:. .�*-• ' . t;�-. . . ry 1, CPF Tax .r'!•xt_ 'Bu .er t,47_:. .4»Y ;2_r, ,.y,v„?r-<S. 'S:Slir �_ - +. t, :Seller.: � a,�.:,,•YL'end"er:: Conveyance Tax $8,700.00 otal Recordin Char es: $2,340.00 •'r; 'y ." a,rrk� 'ti t n $8,700.00 $2,340.00 'y'ir pY,►,�yb �•.!F'.�'e' ry l•:s.'it ",iC'_ R'EV�IRI/IN,V t+Lf�, xyy t+, - ;.:if. '. p 2 j•.; %Tii:._!,�f`lY.., i7.,r'L a•y( vm �1�Y 1?v3�' S`' c J�t�. S,. C•Id - _. ! ;R ,>I• l:- xd.'Ys-s. .: n ti u• ti G '�'^'` } i'+t'f�L ,3'2«jSryfi t•1 y�, wx "r ARG +3 r -.A :. E'S. !..'f'i �la:.'�.' t i 7� fiE 16r: i:�• 5 ��`^ t*„ { Deed �v�. #�� iv��.,t,.n .�t.,rh„�1 BU;,G,r: ,.iqk� �:h, r'r f,�; st'a''7•r fN r $395.00 I Total Recording Charges: $395.00 ,'1+1•l�•, a4^'I'.R`"��t'L` •�?I: - ,1."'.,r,... " t`",',!"i'y1 #QVV ;` 't 'r,'-"3''��;': y•�i�tiFa`r7 ;ati- t'r ,y'•,yrF•x .�f';N:,Mr,,ai;,,n7ry •i,,:J- R'.1-- - ;& EXG4HANGE-S. ESG y ��' . ! ; µ; ., ,.tax , t� r rL'•3,';, .x T/' 3`:<•Atll'O.Uri,t: <e•,e 1'`,: .p •+-".^ ,ig. ;t 5�'1Nfuf'..nii f u+, 4F ,1r{}3. 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Vt ,r e.e`a,.,tr_, .E ,ems •'�'a",. :�',.^„1 33'" f;.c,, 'S�'t2•�:±;••<r•ih.t$3y1'}�'}•'S!• ,� � '1"� r;4': 't +r'R'�r r -"n-.�t..�,>.-f. .�,i,�R's"Q S% t��'S'� Srf{�b•��`✓�''� hl.••�{,•�:i.��t-�'i l�'rc b•�r r,. yiw'!�'.�tt-. s`'�S%•«�{^'....: X:,'li:a.nrySTtlf;tii.•a., ;ti;,;P ','`.• .._ y. r �4`f:y ;'!�'rC��,d.•)�r'.P^�°`�,t'�(.T y� R+'.•,. ;!1'Ftt"rtY'iR•.n�l `h•^,ti:5�•1'i`J a•,t1�Jh.'.S:j.`rWL,"M:t�3-h*.•&��j+C;r:,•L NY Title BIII Page 1 0!2 (7404-004225/29)April 17,2019 11 22 AM LHSH SHEET Date: 04/17/19 Closing Date: 04/23/19 itle No.: 7404-004225 Closer: Mary Kolakowski pplicant: Olsen & Olsen, L.L.P. Bank: pplicant Address: 32495 Main Road, P.O. Box 706 Bank Attorney: Buyer: Kenneth W. Swanson and Suzanne Seller Attorney: Karen Hagen,Esq. K. Swanson, Trustees of the Swanson Living Trust dated February 23, 2006 Seller: Susan Moore, as surviving tenant by Sales Rep: Rob L. DeFrese he entirety to Warren Moore Premises: 640 Cases Lane County: Suffolk Type of Insurance: Owners/ Fidelity National-NY Zone 2-Owner's Policy below$1 Million MUNICIPAL SEARCH DETAIL: Tax Search BankruptcySearch .............. ....... ....... ...I..... ...... . .... ...... ...... . ........ ...... .. ...... ..... .................. ................. .............................. $100.00 Patriot Search ••••• • • ••••• •••••• •�• ••••••••••• ..................................I... ................... .......... .. ..... Certificate of Occupanc $1000.00 ................................................. .. ... .00..... ..... .................................... Housing and Building Search .................. ... ......... .. ....... I... .. ....... .. Street Report ... ........ . ................ ... ....... ....... ......... .............................. $65.00 ........ ................. rt ...................... $5 ..... . .... ........ ... ..... ... ........ ....... ... . ....... ....... ...... 6:00 OTHER ANCILLARY CHARGES: Buyer Owner/Seller ( ) Mortgage Payoff Transmittal Charge $ ( ) Delivery/Courier Charge $ $ ( ) $ $ i Notice Regarding Ancillary Services Title cost for this transaction may include charges for certain service not specified in the TIRSA rate manual but are provided by FNTG at the request of your lender or attorney. The issuance of the title policy is not dependent upon the performance of such services. Disclosure Pursuant 11 NYCRR §.30.3 of Compensation and Ownership Fidelity National Title Insurance Services LLC ("LLC") earns 88% of the premium on the sale of policies as an agent of Fidelity National title Insurance Company("FNTIC"). Alternative title insurance policy coverage's and/ or endorsements may be available. Please contact this Company for a description of alternative coverage's and premium quotes or for any other additional information. The premiums for policies of title insurance are approved by the New York State Department of Financial Services ("NYS DFS"). Insurance Division, under a rate filing made by the Title Insurance Rate Service Association ("TIRSA"). The NYS DFS also approves policy and endorsements forms. These rates are standard for all members of the TIRSA except certain ,Seller's polices issued by Company which are 15% lower than the TIRSA rates. LLC is a wholly owned "subsidiary of Fidelity National Financial Corporation. The Insurance Law prohibits reducing or rebating any portion of the premium paid to the Insurer for the title insurance policy whether by reducing the Agent's commission or compensation or otherwise. IMPORTANT NOTE: THIS FINAL STATEMENT MUST BE SIGNED AT CLOSING BY THE APPLICANT PAYING THE CHARGES LISTED ON THIS DOCUMENT OR HIS, HER OR ITS ATTORNEY IN FACT: Buyer: Seller r-' l ennet W. Swans Susan Moore / Suza n wan Date: /�-? / Date: NY Title Bill Page 2 of 2 (7404-004225/29)April 17,2019 11.22 AM i Bunch, Connie From: Bunch, Connie Sent: Monday, July 01, 2019 1:41 PM To: Mark K. Schwartz (mksarchitect@optonline.net) Subject: RE: Swanson application Since the Swansons are new owners I need something that proves they are the new owners. (Recorded deed ) r Thanks Connie k � i r I I I i 1 Pontino, Susan From: Pontino, Susan Sent: Friday,January 03, 2020 3:54 PM To: 'mksarchitect@optonline.net' Subject: Kenneth Swanson, 640 Cases Lane We just need the solder certificate to close out this permit. Can you let them know? Thanks, have a good weekend. Susan Pontin Clerk/Typist Southold Town Building Dep nt CO k� ►� Sia�� G4(D l Lkicho I APPRO ED AS NOTED J ._f,,,� DATE: B.P.# S` o d d I / i FEE: BY: pt r-M NOTIFY BUILDING DEPARTMENT AT 765-1802 ' 8 AM TO 4 PM FOR THE r0 u,i red FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONNTIONS OF �0�1't#61.$T8�1f N�BA� 'SBIffH8 8 T1 eft PbkNNK BOARD 8061THOWieW RtISTEES N:Y�-BECK OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY i r- •��.. � y..-��'T...r L�.�',..,�.��rq L��v �...as.r�..r+�... •7rrir-t`+'r� -•^ ; — rAw 0!r, -oz,— or * keV rY' i4- +o b� Wl ly) �C�� e(nO1y)o3 .1 CoS L 11 kl\o-we8 uo,ty) Cho v 5U RVEY OF PROPERTY 'MAIN ROAD SITUATE: CUTCHOGUE ' eL101- TOWN : 5OUTHOLD w - 5 U F>=0 LK_C O U N__TY,_NY __ LAND NOW OR FORMERLY OF: o 5T ANL-EY SAL-TER_ __ _ � SURVEYED 04-08-2019_ WF SALTER _ Q S - FORMERLY F.S. CASE EST• O SUFFOLK COUNTY TAX # 0-- 1000 - -1000 - 109 - 5 - 8 CERTIFIED TO o t tf ISN 1 5 3.00l � o SUZANNE K.SWANSON O Q KENNETH W.SWANSON 0 Q FIDELITY NATIONAL TITLE INSURANCE COMPANY booc (� _ UJ w Y CONC. I.L. -------------- 7.4' - rAr--C�� N 24 4' Q�, Q V' OO QQ u49 7' rQ O 3=g -S I STORY 23 o ru W FRAME HOU5E CDN - X9'5'___ Qz - GARAGE Q - _7 O _ 24 O' - 1L 26:i - - O_ly. Sll CONC. _ UTIL. STOOP „Y POLE WALK IM GUY NOTE: FAIRWAY DRIVE FORMERLY LAND OF F.S.CASE o — NOTE5• Z ® MONUMENT FOUND O 5TOCKADEFENCE Q —o— WOODIVU FENCE Area = 30,995 561. Ft. t Area = 0.71 Acres 1 88,90 TREE ROW o t It GPAP1j1C SCALE 1"= 30' R HYDRANT is /� I ]\ A /A DRIVE�I\/C map hearing alteration or addition 's a survey JOHN C. E H L E R5 LAND 5 U RV EYO R IKa\5v v Way V map banng o licensed land surveyor's ion o a violationof section 7209, sub-division 2, f the phalt road New York State Education Law" Only copies from the original of this survey m orked with an original of the land surveyor's stamped seal shall be considered to be valid true copies G EAST MAIN STREET N.Y.S. LIC. NO. 50202 "Certifications indicated hereon signify that this survey was prepared in accordance with the e- RIVERHEAD N.Y. I 1 901 3G9-8288 Fax 3G9-8287 by Code of Practice for Land Surveys adopted the New York State Association of Professional Land Surveyors Said certifications shall run only je5urvey@optonllne.netto the person for whom the survey is prepared, and on his behalf to the title company,governmen- tal agency and lending institution listed hereon,and to the assignees of the lending institution Cert�flca- 19-i 19 tions ore not transferable to additional institutions i' - REVISIONS: OVA SITE DATA. SCTM # 1000-109-5-8 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 30,998 SF 0.71 ACRES - - ESTIMATED AREA OF 4500 SF - - GROUND DISTURBANCE: PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY EXISTING HOUSE: 1861.2S I Q. FT. 6.0 % _ _ SOLDER USED IN WATER SUPPLY SYSTEM CANNOT PROPOSED ADDITION: 243.9 SF 0.8 % 50 CU. YD. 20 CU. Y'D. EXCEED 2/10 OF i% LEA D. M H/� I PROPOSED PORCH: 224.0 SF 0.7 % 3 CU. YD. 1 CU. YD. N ROAD PLUMBI(lb PROPOSED STOOP 30.0 SF 0.1 % 2 CU. YD. 1 CU. YD. ALL'PLUIVIBING WASTE A WATER LINES NEED T%�TINGJ3E,,F C01/ERlNG. .� PROPOSED DRYWELLS: (2) 8'X2' - 8 CU. YD. 2 CU. YD. LAND NOW OR FORMERLY OF: STANLEY SALTER 01 0 Blower door Z WF SALTER FORMERLY F.5. CA5E E5T. 0'_ TOTAL: 2359.1 SF 7.6 % 63 CU. YD. 24 CU. YD. and ductwork' 00 testing required. 1 11 1 .6 N 15 3.001V' MEETS & BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 4/8/2019 Fire separation W ..- P F-, required as per �..� ° NYS Code 0 0, TRUSS PLACAR©IN►G RrQU"RE® � �I r 010 1 Ifr Q� f l RETAIN STORM WATER RUNOFF VI" Q m HAY BALE OR SILT FENCING o � �t,��r'�ttCAL PURSUANT TO CHAPTER 236 o INISPECTI0ty aCQUfRED OF THE TOWN CODE, LIMITS OF CLEARING TO BEQ NO MORE THAN FROM N Z ._ PROPOSED WORK AS t\ INDICATED ON SITE PLAN r---- ----------- ---------------- o ' G 2 sem' � ' . , ` G O 0 Vi i o o ! _ °I� �'' v STORM WATER MANAGEMENT DETAILS t B'dia� 1 2'deep 1 LU CONCRETE , _ ` ` fV I \DW' 0 n 2Z 5 WASHOUT 1` �1 v NEW ROOF AREA:419.7 S0.FT N .T.S. 0 tl(L-j PROPOSED AT 100%WATER RUNOFF:370.8 CU.FT. (� 0 57 400' N Sl7NRDLOM _ -- _— Q� ..1 0 A, J' w V ( (� Q tQ �� O (n V � PROVIDE(2)8'DIA.X 2'DEEP DRYWELLS 3 = g Q 0 �srn W o 0 }. GARAGE DRYWELLS CAPACITY:84CU.FT.(ea) O j (� (TOTAL168 CU.FT.) LLJ V � a 2 STY.HOUSE 9.500' —z o OGEE GUTTER - STANDARD 5" Z W 0 NOTES: O 1).EXECUTION: U I ' riirir r r `� D A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ~J PRQ OSED COVERE o ►`-y 2).PREPARATION: PORCH `° 0 v w A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. f'O ° L. 0 16. ' `� B). PREPARE SURFACES USING METHODS RECOMMENDEDy� 0 M BY THE MANUFACTURE FOR ►/ U M a.s' GUY , • ' / ACHIEVING THE BEST RESULTS FOR'THE SUBSTRATE UNDER THE PROJECT CONDITIONS. "J C), PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR _ ti METALS WITH PROTECTIVE BACKING PAINT. z &'diad 1 z'deep 1', TOP` 3.INSTALLATION: O DW/ 1soil z A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. —_—.—_ 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT a).COPPER/LEAD: FLASH AND SO ERGUTT RS TO DOWNSPOUTS AND Z O o ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CD v ' CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORIM SEWER SYSTEM AS INDICATED.SEAL m o • CONNECTION WATERTIGHT. 0 � O DRY WELLS TO BE 10' MIN. 4).PROTECTION: o m 7� U A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ��.., E AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O `- x o DCOMPLETION. }+ m 00 10" 111 -ci z V TREE ROW o 1 11 1 88.901 0 0 Q HYDRANT CUr. E v W {=AIRWAY DRIVE a5phalt roadway Ewa( H U 0 SITE PLAN 11 1 tl N SCALE: 1 = 20'-0" v x �'.r6 �f -w '"�► DRAWN: MH/MS SCALE: rr JOB#: ;6 ',;�' 6/28/2019 ' r SHEET NUMBER: �"[�`�•�yi:` =.JeriS4,r,�Vic,l yF'• REVISIONS: �J - - W - -1 11 1 1 11 1 1 Im IFTA I I I I 4UT o Aw 11 1 11 11 1 II -E H IIIIIIIIIIII I lb-11 - 111 1111111111 1111111111111111 - .1 .1 ILI m III Q Q PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" O z ►� a w � w z O U V w U U 0 N v as c� o ``° Q' v ® ® Lr) Ud V DOE] I EIDE] � v 11 El I El D D Dcu a w V EXISTING SOUTH ELEVATION ° SCALE: 1/4 - 1 -0 Q IM N N DRAWN: MH/MS SCALE: ��'•` JOB#: 6/28/2019 O r SHEET NUMBER: A-1 REVISIONS: W zy F 11 lr AL Hill O -- - F+1 ^ a W � w z OU C�7 PROPOSED EAST ELEVATION o SCALE: 1/4" = V-0" `° H 0 Nv M N U F4 m cyllc p a+ c c� W W V ® ® O 1 � N EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS fS`�+ SCALE: Q" Y; JOB#: 6/28/2019 SHEET NUMBER: Art REVISIONS: l� Lu I m m loll m I HO II �I nH hn h--i -- iFil 111 11 1111Y1111111111 11141111 11 11 11 1111 11 11 11 1111� 1 1111111111 11111111 F PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" Oz ° a w � w z O U C�7 � o O � U U 0 C O U o" ON N v v EFFI .°0 W G W U O F EXISTING NORTH ELEVATION SCALE. 1/4 - 1 -0 DRAWN: MH/MS @h �i23� •�.� SCALE: JOB#: OF 6/28/2019 SHEET NUMBER: A- 3 REVISIONS: p - H d8 O LL F'--1 F--i PROPOSED WEST ELEVATION SCALE: 1/4" = V-O" O z � � a W Z w z � U H U 0 x n v x y "co p u r' x O M C3 O � w ° .x ' v O 41 .. c7l\ N W W W 0 L-A CA N EXISTING WEST ELEVATION SCALE: 1/4 - 1 -0 VS ~�` A At DRAWN: MH/MS SCALE: JOB#: 6/28/2019 V� J SHEET NUMBER: A-4 REVISIONS: 4 ._1 N r- -+ r ♦ r r I 1 1 1 1 I I _____________ _ _ _ ____________________ _ __ 1 1 1 1 I 1 1 I __ __ _ __ _ ____________________________ ____________________________ ___----------- ----------------- __________ 1 1 1 1 1 1 1 I r 1 I 1 1 1 1 1 1 {`�1 ------ II II II 11 rC? V71 BASEMENT: T BLOCK FOUNDATION O 2X10 FJ @16-OC 3-2X10 GIRDER FSI FLOOR PLAN: F--I 2X4 WALLS,8'-0"PLT.HT. 6X6 CJ @16-OC 2X6 RR @16"OC W EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" W d � a W � � z 0 < Z o 0 x U U O O Fir I' I I 1 I I 1 0 M O r Iv°�♦ 00 I I x X .+ V c I I `v° ss 00 II cC y 001 V I I 1 1 I 1 Lo v� � II i i cu EC v G 1 1 1 I i i 1 I 1 I I 1 I I 1 I 1 I 1 I 1 I I 1 1 1 I I 1 I I I 1 I I I 1 I 1 I (n 1 1 1 I 1 1 W LT 1 1 1 I 1 1 O N = 11 L - - - - - - - - - - d '4W DRAWN: mu/MS SCALE: R.� +• JOB#: 6/28/2019 EXISTING FLOOR PLAN � SHEET NUMBER: SCALE: 1/4" = 1'-0° �"�r ��33�-� E A-5 REVISIONS: 22'-6'1 61-13/4° 9'-21/4n Ir T-2" ISOSCELES TRIAN LE FLEXIFRAME OVER TW30410-3 TW2636 / SLOPE EADER w/ROOF LINE (2) 2X8 HDR A (2)2X8 DF#2 A 7 9 11'-61/2" LAUNDRY61-111 7 9 ROOM ° 77'21 ___ _e _ -_____-___ ___- -__ _------------ -- °�_________¢ -_ _________ ____- ___ --W/Q--� ID �° 1 -�r1 X-- - I = m , -----'----------r------ -------- -tica 10 --------N -PfiOP©$��_-'-- -- -- --- - - - }\\//( x ` _ _RE CE EX! ' ---�---- ---- ' N O (VIF) U1 4' 0" �, SUNROOM' % N ' _ I N 28310-2 Z E 00 x �( I I m X N I °o P 1 I = REPLACE EX. REPLACE EX. f:EPLA I X. I W REPLACE EXISTING TW2842 (4.30 SF EGRESS) (VIF) (VIF) ' ' (V F N WITH NEW TW2852(5.86 SF EGRESS) TW2432 TW2432 ; 1 2 6 N 3 ; i I --'----- ( h�i ----------------------- ---�--- (2 - �_ ----- (2)1-3/4X11-1/4 ML BEA i „ FINISHED FLOOR TO 2 -0 as O MATCH HOUSE ADDITIONAL STEPS LL, TO BE ADDED " W EX. BAT f \ + ° W No. 2 O O I o� f EXISTING GARAGE 0 W BATHEXISTING DINING INSTALL TYPE-X FIRE RATED N u Z EXISTING KITCHEN , I SHEETROCK ON WALLS&CEILING w ~^� o`^o O. 1 LA ' AS REQUIRED BY CODE F� u N INSTALL FIRE-RATED zEXISTING MASTER BEDROOM N_ - _-_ - 2 4" x SHEETROCK ON WZ '-1/2° N NEW WALL------------------ ---------------------1 I'll Lu ' I I I 1 1 1 I i I 1 I I 1 Lu 4'-0" Fy) I I I I I I I ----------- REPLACE ----------REPLACE EXIST.WINDOW IN ATTIC(VIF) EXISTING HALL co " I 1 1 I 1 W I I ;0 N , ,w C] O w io GENERAL NOTES: Q 0- Ila EXISTING LIVING ROOM ' B a w ,"1• owc i ip ----' 1)NEW WINDOWS THROUGHOUT V1 Z W_ W 1I0 79 w p I 2) PATCH AND REFINISH FLOORS ° THROUGHOUT O U 00 . \./ 3)TRIM-REPLACE THROUGHOUT C) N co to 1 I EXISTING BEDROOM No. 3 4) PROPANE-STOVE z EXISTING BEDROOM No. 2 _ �� I J � U J I E NQ• 5) HVAC-DUCTWORK 1� U ,x Z J Lu 2 ? V1 V F T{ - LL (2)2X12 DF#2 w/1/2"STEEL HEADER 6)OIL HEAT TO REMAIN �a 3'-0" 7)BASEMENT TO BE HEATED Lu _._ _� I _III TW3046-4 REPLACE IF DOOR REPLACE - .BAY WINDOW w iii F1 I VIF �-- ,� � nl ' �- --------- ----� X111 � III WALL LEGEND 2'-91/4" 11'-113/4" 91-21/211 J "' REPLACE EXISTING TW2842-2(4.30 SF EGRESS) REPLACE EXISTING TW2842-2 (4.30 SF EGRESS) I I I " -------------- j WITH NEW TW2852-2 (5.86 SF EGRESS) WITH NEW TW2852-2 (5.86 SF EG ESS) ;;, N `O Q _ �--------------, WALL TO BE REMOVED III ,II19 7 III p o x PROPOSED PORCH M 00 EXISTING WALL III M x 41 C.J 10X10 FG COLUMN y I I I III NEW WALL O "' w/6X6 ACQ POST "' m m o (4) 1-3/4X91/2 ML GIRDER_____________ ___ ----------------- _ -- NOTE: 'O, r' x o _' _ ' DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALI F-I w [INT.:2X4=4-1/2",2X6 =6.1/2",EXT.:2X4=4-",2X6= 6" PROVIDE SCREEN CHANNELS/CONNECTIONS of Lono °r \ FOR FUTURE SCREENED PORCH O DIMENSIONS OF NEW WALLS ARE FROM STUDS 4 "t u B'-6" 1 M 16'-5/2" [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] I 10 C1 uIn m � U O' Cq PROPOSED FLOOR PLAN SCALE: 1/4" — V-01' 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE W RING SHANK OR SCREW SHANK NAILS AND SUB FLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI•PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).PLATE HEIGHT TO MATCH EXISTING,8'-0"(VIF). O 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF;R21,EXT, 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. WALLS:R13,FLOOR:R21.EXTERIOR OPENINGS MAX.U 0.30 (n 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min, AREAS. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER N INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. �F 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2'PEX HOME RUNS. ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS 7).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. U STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 8).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. Li I , ; 4 r DRAWN: MH/MS SCALE: JOB#: 6/28/2019 SHEET NUMBER: A-6 REVISIONS: 221-611 o+ a d v p d • o+ v d v p d • �+ L d v D d � v+ �d � C / Lu D 7979 ' 2 X ________ Z 1 17 1 1 00 9 , I Q 6-0 ' . 0 1 1 4 1 1 •------ ----------- „------ ; ------ - ------------------^ ------------------------ -- --------------- P ---------------- 5 -411= 1 N I � N 1, - - - - - - o COS '/-'\' 12"dia.CONC.PIER / X 1 I a 3'BELOW GRADE a N i #5 REBAR ul Cu 1 1 1 @12110C O 00 I iii Q 2X6 ACOpp �� (TYP) s• _1 _1 I nl X @16"OC v r= 1 I Ln M BUILD UP FLOOR L, it 36X24 ACCESS C�-; TO MATCH HOUSE C ' gi ' OVER EX.SLAB �#5 REBAR NEW OPENING i 1 rTl @12110C VERIFY LOCATION (TYP) w/OWNER (2) X10 (; EXISTING GARAGE 1 1 V ' z REPLACE EXISTING 9r STAIRS ' w/NEW 12r STAIRS FOR NEW X '1 BUILT UP FLOOR.ADJUST WALL O W ' AND SLAB AS NEEDED FOR 1 1 ' STAIRWAY TO FIT u 1 I H 1 ,1 1 II 1 1 ' ' EXISTING GIRDER -_ ' :_ ' EXISTING GIRDER 1 1 ' EXISTING BASEMENT 1 1 w ------ o LL 7 9 BASEMENT: 7'BLOCK FOUNDATION O x 2X10 FJ @16"OC W 3-2X10 GIRDER I4 W z FLOOR PLAN: 2X4 WALLS,8'-0"PLT. HT. O U 6X6 CJ @16"OC 2X6 RR @16"OC O o I � U LEDGER BOARD TO BE FASTENDED I (n TO BUILDING WITH TIMBERLOKO O 0 1 SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING I (2 SCREWS @ 32"O.C.) 0 ( C1 ri O d- I X I 00 in I 12"dia.CONC.PIER I w/24"X24"X12"FTG. 3'BELOW GRADE ------- (3)2X ___(3)2X8 ACQ GIRDER_; _; __ (3)2X8 ACQ GIRDER ; ; (3)2X8 ACQ GIRDER •}---- 2X8 ACQ ----4• _ -- O 1 I @160C d' LnO (2)2X8 ACQ GIRDER ; I ; N cn `- X O co c 1 s- _______________� ♦ 1 c >" f� . - - - - - - - -:__ 1). NEW WALLS TO BE 8" THICK POURED CONCRETE FOUNDATION, 3000 psi. o obv " 7'-2" 7'-103/4" 7'-103/a" " EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. c F2 8'-6" 16'-51/2" u ' 2). NEW FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. ° n 00 24'-111/2" FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON N . W 10 UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). 3). FOUNDATION SLAB TO BE 2" THICK (min) FOR CRAWLSPACE 4). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SILL PLATES w TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS FOUNDA�TION 'PLAN SILL GASKET. u V SCALE: 1/4" = V-0" ° 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 6-0" O.C. AND W/I 1'-0" OF CORNERS, INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A MINIMUM 7" 1MBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO N BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. d 6). FILL VOID, BETWEEN JOISTS, AT POINT LOCATIONS. U � l. DRAWN: MH/MS SCALE: JOB#: . , 4 Fa;' �_ 6/28/2019 SHEET NUMBER: Aha REVISIONS: r--------------------------------- ---------------------------------- ----------- 12 ---------------- ----------„12 1 1 I I I 1 1 -,� �-I 7 w I I i 2X8 DF#2 RR 016"OC W '--------------------------------° -1- ' 1 - --- II J I ----------- ' � I II _1_____ I I I l ------------ 1 1 I I , 1 1 12 ' I I 2X8 DF#2'RR(a16"Q� ` 1 , I I I Q►/)� r - I r ------ ------------------------------------------ -- T5--------- 2 ------------________-__ 1 I I I 1 1 II I II I -_-_--____� �_______ -------------- , I II I I II II it 1 11 11 � I ----------------- I � I It r--------------------------- r---------------_-----------__ � I II ii � I , II I1 V 1 I 11 I1 , II , I 11 II � I II , 11 , I I ___________________________- -_--_____-______________________--___________--- _____________________ -_--__----__-___---__________i1 II 11 I1 I1 II , � W I I 1 1 I I i t 11 Wz 2X12 LAYOVER PLATE 11 II 11 II 11 i � O - I 11 II II , 1 II � x II II it 11 II � � r \ II II II „ 11 V II II II II II I I 11 I I I I I I 11 11 I I I I I I V 1 11 11 11 1 1 1 1 V 1 II 11 11 II II 11 I I 1 1 I I I I I I I I 1 1 11 I I I I 11 I I I I I I II II II II O II II it II II I1 1 I I I I ______________ ______ ____------------------, I I I 11 I I 11 1 1 11 I I 1 1 I i I I I I I I 12 N ' I I I I I I I �-------------------------------------J -----J ----------------------------- 3 o 0 X 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48" O.C. OR AS SHOWN ON PLANS. N v I N I 2). ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA. o �, H v i GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. � Coll Co 3). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS L - — - — - — - — - — - — - — - — - — - -- - — - — - — - - (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. PER CODE. Ln v M 4). APPLY 1/2” THICK FIR CDX SHEATHING OVER ROOF FRAME. N r� w 5). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 6). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE &WATER BARRIER UNDERLAYMENT. 7). ICE &WATER BARRIER TO BE USED IN ALL VALUES, RIDGES, INTERSECTIONS V O WITH ROOF AND SIDE WALLS (TYPICAL) AND 4' PERMITER. ROOF wlim" LAN _ �� 8). DO NOT INSTALL UNDERLAYMENT ON WET/ DAMP PLYWOODM SHEATHING N SCALE. 1/4�� — 1 'O MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. V 9). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. - 10). 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 RIDGE VENT AT RIDGES, AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. I' DRAWN: MH/MS CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO _ ;- SCALE: CONCEAL VENT. 7oB#: '4^ 6/28/2019 11). GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED / REPLACED AS REQUIRED. . ::'� SHEET NUMBER: A- 7 REVISIONS; RES,c 1 c C Software Version 4 .6 .5 Commliance Certificate I V 12 1-3/4X11-7/8 ML RIDGE P5GlQ ct 6� 12 2x8oF�2RR , r0 •d•��r C�18: 2015 IECC 2�� ,6 2Xa@,6�6 @1 6"mac C�rl�kry{kl�lti l~,rlrs S i n!9 1•L-fam i I y `t -- 2x8 CJ 16-OC - It 're P New Cqnstrudign F.,ondlr iii F ti-c>r Arei : J SOLID-CORE DOOR /) r 'F.1uinfJ .{J n 25 X-1. w/SWEEP AND r,li iwat8 Znr7p: �I H�� , WEATHER STRIPPING 1 :ar�Itii- I��ta MUD STAIRWAY C HALF � ROOM � BATH =e;r ni- r•1L1mhr;r. LAUNDRY ROOM i7tJrrl'Stnz-1-non She.: 0!dt ries,Ati7P nt: �r� �]17�1;'�-fJtrlrrr3;'tL�r: CO SUN ROOM �I� ANS:}tib REPLACE EXISTING STAIR 3/4"SUBFLOOR �• � 2X10 FJ @16"OC INSTALL NEW WOOD STAIR 61 ID '."A*-•t_-LANE: AND RAILING C JT'=F-C-GLIE, NY 4 2X10 DF#2 FJ @16"OC ` 2X6 ACQ PLATE O d CRAWLSPACE SILL SEAL 8"pC WALL CUT BACK SLAB ,� TERMITE SHIEL b, DAMPPROOF D STAIR WALL M 2"CONC.SLAB AS R AN ,ter- 1..._..- _.... .. r,_. �_ti•'I'rJl dl'�.F"• �r _ �.......-.-.....�.. ..._..�,�...m...-_m......;.�._.._.__._..,__.._._..... •r4' ti �� _._. .. .r�1�,?. 'I' III �I '�.,�I.: ��.._�.....�_-�.._,..M-,_..�..�..-....,.W.. EQUIRED FOR NEW STAIR r ' a��#�i I I11i1it 174�Id hl•i{11'141 II Irr". !" '. Yti,JI t. (11.: l�r�13 NEW STAIR - - - - 16"X8"CONC.FTG. W I Io-'; Illy I+1 •:1 :�'•:1 ti- 1•vir 1111- I r'+x •r +r % ••:5h :1••,L Ir J.:111:1 1,•. I•+ •1-+.�r % -HLr- •:n •:1-+ Ir-••r•11'I •1.111-C (2)#5 REBAR (� All -� r .1111 : -a1r qy 1.,N :4 :11,. 1-1.1 •rP :1 t 1111 1111.1 •- .-:+ h:a••r. F..� Envelppe ��em I ie �3 ,� CROSS SECTION A 1�- � � I S - �-+ SCALE. 1/4 1 -0 O CROSS SECTION B H -IUu1 _: �. I !r�::::rJ J�Ji:r,ITr.. .rte:�'l=• 111 a f;•IrJ lil�1 ltd {;:��.t 272 +.0 210 0.�.�"t' 11 � S SCALE: 1/4" = 1'-0" Q 'o-di 1 ti�1uud rr�•I Ie, 13" u 1- 520 J.0 130 0.%' 57 �� '•:..:'�'� I : !+d:::::I r-,;%rr: :L1{II die- P;:• . '.ti• I h r}�r I- 99 0.=C.C. a I* Hfs': Y.:-�1 btir�•::::r� r: !r�:::::1 I"';sr :•:�a{IIJk11{ Pe. : '.x• Ih r)tir r 11 0. 7t' ; .a:xlr 1 ti �:;'� �1 0.=C'C' E d. 5V '.'eil --%%, 1 L'rithedral r_3 Ing _f 0 •a.0 210 0.ti I� � 3 3 . Feil r x % -Iak r.'SI Ir'Io 'r r r ,asor I rl.Iss _fit. •r.n eL l I•' cf.•1_111 �'' t.rar': llirlcY' .tirl rel c'rT '":I: T'I{' m t:'I';od b-Ilri1'1: do-.i -- dr";{ •ihr•d ••:..:' if. c{Irl:• ';I nnI rill 'I I h{' o-Ill�l'I{ l;erl'•.f I::':'lll{ 1 ::r';, ;:n,: {1l '1{'r t / t l/ t/aJI t/SINK v4 a 1/2112 a 11/4 11/4 1 11/4 1 1 11/4 p p .I a F l LAV. LAV. LAV._ _ _ _ _ W.C. W.C. ,�Ir,11 7 rr r•rt:firs with irhr; �•_r^� -ppl r stli"In. hr; r,r�,ryr r,r 1-Ij ding h ,; 1�-•r;n rl� Il�rlr �I tr mr �t --z gni ,, It-ti•r, rr(1�III -�1+;rll� III ----------- ----------- ----------- D.W. 3" 0 ti J v ti v ti �ti ti �,'J•.v r ti 4 r'- a y• r t W.M. F.A.I. O W 1 r r ,1.6.5 r -r k -,t r r. h r h 3 r1.6.5 and t* t s r�til}I%! X11_ kily� I �'�•j$_,%r'; r�{�UI IE"rl�l�� llst�v 1 kl e% t�E�,:!�t',_� I s�•e<tIon CYI tk1 }t. , � � SHCOVER 171 J-1 BAH � >, 3 2 2 3 11/4 2 3 11/4 F--� •a,:+rl Ise - Tilly Sim inLul d DoLs c"1h .o. 1 va 1 ua c.o. c'O' 3 1 vz Z W c.o• ELI 3 3 3 O C) y -••✓ �'• SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED U 4"C.I. SEPTIC SYSTEM INSTALL WINDOW(S)PLUMB.LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD:TAPE TRAP HOUSE PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND PLUMBING SCHEMATIC 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- SCALE: NOT TO SCALE RI.,(,1c;.i ti ,iY I.Q; 002 8;'19 IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. Pr 4tii-%-d. TLIQ; HOUSEWRAP AND FLASHING, C1 �i ; Ii 1;'ti41111 ': f1:ti,R�.�, h I; I{'�r�l'�'�riFa; N.rI:k WINDOW WITH HOUSEWRAP DETAIL 0 � vl~ CEMENT (V BACKER C� d{ �'+ O BCARD m r•P) O) V O 4 CERAMIC TILE OVER M THINSEr(TYPICAL) 01 � 2 9-12" EXTENDMEMBRANE - Imo--►{ 2" 26" FASTEN AT TOP ONLY PICAL CURB +�y w [ I qg• 4, UP WALLS AS SHOWN SHOWER DRAIN 3• O r•-/ v 0 j�. • / • / Q 2" �V / 2" • • • • • O O IMO .2 \ / 2" TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN FASTENER TYPE: SPACING: I1 ( I ' �I I I ( I ( I I ( I i ( ( I ( ( 00 v No.8 WOOD-SCREW I J 1 I l I ( OJ BAS ED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH I ( ( ( y 11 ( 4 � W No.10 WOOD-SCREWS I I 1 1, I ( ' 1 • 11 1+ n iii I ( l I ( ///�� I I I I Q TOWEL BAR LOCATION BASED ANCHOR WITH 16"OC I I I I I y �' I / \ I I I ❑ CL 2In.EMBEDMENT LENGTH I I I I I 11 I (min.12") 12"X24" I I ) I ( II � 1I II � 77 84" O GRAB BAR OCATION TOILET-PAPER HOLDER 1/4M.dia.LAGSCREW111 r BASED ANCHOR WITH 16"OC _ ( _ I 48.60" 54" (n 21n.EMBEDMENT LENGTH Ct VARIES(VIE) 15" LOCATION 1 I I I 1 ( I I •• I I • I I • NIF) 36" L>;7 • \ 1 � � � � I � � � � 3/4"APA PLYWOOD 36.46" 16" I 1 ( I I 1 1 1/2"APA RATED SHEATHING SHEATHING f,y GRADE PLYWOOD SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM V `• I 1 O (ALTERNATNNE:7/16"O.S.B.) • I 1 / • I I /•• I I \ • I I 1 / • O 1/2"ARA RATED SHEATHING I ' ' GRADE PLYWOOD • (ALTERNATIVIVE:7/16"O.S.B.) I • I i I ' ; I i I r f 15" ) I � 11 , 1 1 1 , I I f I �J ( I I I ) I H FASTENER TYPE: SPACING: ' ( ` \I 2X4 DF#2 , l`•J1 No.8 WOOD-SCREW STUDS BASED ANCHOR wmt Io"OC ( ' ' I �/ f ' ' O- Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. 21n.EMBEDMENT LENGTH 1 21"min. WINDOW SILL I(( •' +I ( ' • I I 1••I •'I I • 2t"min CLEARANCE P2705.1 The installation of fixtures shall conform to the following: TYPICAL WINDOW OPENING No.30ANCHORWITH I 1( ( �� - _ + / \ ' CLEARANCE BASED ANCHOR WITH 12"oc I � I 1I y I I ( I , 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor. � PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LENGTH I I I I II I I where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other V THAN 4 FEET 1/41n.dia.LAGSCREW I 11 I I J I 1 f BASED ANCHOR WITH 16"OC • I I I • corrosion-resistant material. W 2In.EMBEDMENT LENGTH - - 24"min.CLEARANCE • • • • • FRONT OF OPENING 2.Wall-hung fixtures shall be rigidly supported so that strain Is not transmitted to the plumbing system. TYPICAL DOOR OPENI; 3D MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPAc1NG: 3.Where fixtures come In contact with walls and floors,the contact area shall be water ti ht. PANEL SPAN GREATER THAN 4 FT m' AND EQUAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED g TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC 4.Plumbin fixtures shall be usable. AND NUTS @ 2'-0"O.C. 21n.EMBEDMENT LENGTH g 30" No.10 WOOD-SCREWS Min. 5.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC from its center to any side wall,partition or vanity or closer than 30 Inches center-to-center between adjacent 2In.EMBEDMENT LENGTH fixtures.There shall be a clearance of not less than 21 Inches In front of a water closet,lavatory or bidet to any PANEL SPAN GREATER THAN 6 FEET -a, AND E UAL OR SMALLER 1/4in,dia.IAGSCREW wall,fixture or door. Q BASED ANCHOR WITH 16"'OC THAN 8 FEET tin.EMBEDMENT LENGTH 6.The location of piping,fixtures or equipment shall not Interfere with the operation of windows or doors. r WIND-BORNE DEBRIS PROTECTION FOR =D STRUCTURAL PANEL 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTFTION (IF NOT USING IMPACT GLAZING) accordance with Section R322.1.6. y "'~�" .. DRAWN: MH/MS 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed t z SCALE: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOODRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" on site.shall meet the design requirements of ASME Al12.19.2/CSA 845.1 or ASME Al12.19.3/CSA 845.4. .t AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-q TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL a t.,�. CONSTRUCTION CODE).THIS IS NOT A SUBSTI RJTION FOR DESIGN-PR ESSURE.ALL OPENINGS MUSAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ? x r 1-yS?n . JOB#: 6/28/2019 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTI3 MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. •.�� „ .,. qq� ;,r, zl CLEARANCE J A A- 8 REVISIONS: � ^~v+..,.n-w...«...m.nw+ow.-.....w<m._xwow+w.nm...vxmm.mr.m-n«.....................w.....,.,........+-,...-..mn....r«..«.m....«,...em..._..,._.,m....«...,a,..w._.v.nnw.w.....-+.m,-+.-s•n.+_.m.,-v :=.... rnr..a...,.v..-.r...:t'....r..,.w..:..r..,.. ...:....,,w»_,.,,_..,...s... ,r..,...,....1...:.i:,,v.,:n.._...-.-.v.-..,.-...,.....r.... ..... .. ..•.,...:w -.. t,.v_... ....•r_ ...n,x•,t I , _____ j f , I O k f _ , i I ' - -- - ------ -- ----- — :— --- --- - INTEwKwok IOR ELEVATION 4 F--1 SCALE: 3/4" = V-0" ROOM FINISH SCHEDULE ROOM NAME FLOORING WALL FINISH CEILING FINISH WAINSCOTTING BASEBOARD TRIM CHAIR RAIL DOOR & WINDOW TRIM CROWN TRIM z � w ENTRY MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" Z � o DINING MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" u KITCHEN MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" u LIVING ROOM MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" SUNROOM MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" LAUNDRY ROOM TILE PAINT PAINT - TBD - TBD 2-1/2o" M N o cyll G HALF BATH TILE PAINT PAINT 42"h w/ CAPPING TBD - TBD 2-1/2" m M o �.-, GARAGE ENTRY MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" w - o CLOSET MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" . LoU GARAGE EXISTING CONCRETE PAINT PAINT - TBD - TBD 2-1/2" N c STAIRWAY UNFINISHED (REPLACE) PAINT PAINT - TBD - TBD 2-1/2" MASTER BEDROOM MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" W MASTER - CLOSET MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" V BEDROOM # 2 MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" BEDROOM #2 - CLOSET MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" N BEDROOM # 3 MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" BEDROOM #3 - CLOSET MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" HALL MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD - TBD 2-1/2" w LINEN MATCH EXISTING WOOD FLOOR PAINT PAINT - TBD = TBD 2-1/2" MASTER BATH TILE PAINT PAINT - TBD - TBD 2-1/2" a BATH #2 TILE PAINT PAINT - TBD - TBD 2-1/2" r ' , =�,1 "CN DRAWN: MH/MS SCALLEE:: %r � JOB#: EEO, COVERED PORCH MAHOGANY - 1x6 E&CB T&G VERSITEX - - - - - tP 6/28/2019 �ry 4 SHEET NUMBER: STOOP MAHOGANY REVISIONS: WIND LOAD PATHCONNECTION ANDCONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° °& ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 0 BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Z 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. O ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / 9 / g 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD No - THROUGH-ROOF EXHAUST rT� VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER O� SILL PLATE(S) WALL SHEATHING RAFTERS ` MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING ff�� ' - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA �^"I AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. 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 ONTIN. SQFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS �� ACTION 4' - 6' RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALLop d 9P 5P ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME 0 EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O Z , + SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT a C/] WOOD JOIST Z " O �D TOP PLATE GIRDER/HEADER Z ".4 �, SIDE WALL FLASHING U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST I- AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ � ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ' - CONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 0 DBL. SILL PLATE I m N o TERMITE SHIELD SILL GASKET - �— SUB FLOOR m m ti WOOD JOISTS v / NEOPRENE -"� ; °r,` CONC. SLAB m � u TYP. CONC. FOUNDATION nGASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE r' x o � C 6 MIL. POLY ' ' �; x U3 m DAMPPROOF EXTERIOR V> I BOLTED TO STEEL BEAM WITH w u x GRANULAR FILL EMIL POLY ON EXTERIOR V s ` ' ,^ `� 1/2 " DIA. BOLTS © 48" ox. STAG. o v � �' a ° V STEEL COLUMN CI, e ( ROOF JACK STEEL BEAM mca p CONC. SLAB �. ANCHOR BOLT EMBEDMENT: db u COMPACT FILL ° POURED CONCRETE: 7" I / rn U) ` 4" x 1 4" x 8° STEEL 'n U M v ° i I i p "p BLOCK WALL: 15" ROOFING LAPS �. TOP AND BOTTOM PLATE N y V ° C ° 3 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT p W KEYWAY FOOTING � A �.,� �- ,� c e CONC. FTG. �► p Q p G c' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT, ° ^ ^ : 4 ANCHOR BOLT CONNECTION so � (USP LB PS58 OR B P583) �� REINFORCING BAR ° FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL < TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING O WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIONLn SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL . r-- SUB FLOOR CONC. SLAB I DOORFRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR '1 0 — USE 2X8 STEEL BEAM FOR B LOC KOUT V ` 4" SLAB • P.T. PLATE ;I` W/ 6X6 WMM M I I SLOPE x / 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE ,�`� < I <I ° e 7 1 ° (WITH A NAILING PLATE IF NEEDED) AT END ANDHER THAN ES OF WOOD p�0 D` >/p D ° e ° ,< °a ° ° STOEELL BEAM TOBE APROX. IALLOW FOR GSHRINKAGE GRADE ° �► "-- -^--'--«----'� , , ° �• BEAMS e Q e " (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q Q d , D 11= =1 I I_I I ° a ° •° P D 6X6 W.W.M. ..e - - e - - -tea - e e _ail 4 o• D 'p I — TI.I I MIN. ° ,e12" D ° e D �'a �'a A 1, ° o ��\NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p e ^ L +r—SUB FLOOR • . rS ; NOTCH EQUALS 1 4 DEPTH OF BEAM �1= D c ° I • 4 REINFORCING BAR n / I e e D e I-I I IST 3LL • D • REINFORCING BAR c ° _1 ��" A v• �, DRAIN TILE ��--►, p e e SHEET METAL 30 FELT UNDER BEAM AT POINT I� ° L,'I� �° �° a I)P +I(' A.1f, ,/ # STEEL BEAM ; 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _�-iii-ii_iii._fTi: if I a ° 3" PLATE (BOLTED TOB ' DRAWN: MH/MS ° ,t .x A a .. ; C SHIMS TO LEVEL B EAM ` s. n i SCALE: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w m, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. JOB#: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT '' 6/28/2019 SHEET NUMBER: Al BEAM POCKET r`"' :'vrt� _y RS . - A-1 0 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED 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. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 0 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION I APPLICATION be 3 ft. below grade. STAIR RAILING ). Deck joists to have blocking LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP 4 APPLY TO EACH JACK STUD at 8'0 o.c.. 1; ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD O 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing F--1 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers H and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored1 11 W to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal p� POST for any contact with ACQ. TOP PLATE TOP PLATE z BALUSTERS O WALL STUDRIM/DECK JOIST o HANDRAIL NOTES: H OPEN BALUSTER ATTACHED TO WALL '�J WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an I---I ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA. MAXIMUM inch within 7/8 inch below the widest portion of the W GIRDER/HEADER profile.The required depth shall continue for at least 3/8 � inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the 0 GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a O Z C maximum of 2-3/4 inches. Edges shall have a minimum Q Z o ° , radius of 0.01 inches. z JOIST POST/COLUMN o � W POST/COLUMN W NAILING SCHEDULE U do„ O GIRDER/HEADER ROOF SHEATHING: U JOINT DESCRIPTION NNAIL aTY SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 U LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION _ NAIL I JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 101NT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST ,- •a 1 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE M o L ON 5 ® STU BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACALLEL RAFTER WFCM-SBC LAP IE ° m w GIRDER 14 c� o -' OVER PARTITION WFCM-SBC LAP NAIL °p,mac, " COLLAR TIE AS PER TABLE 3.4 EACH FACE w © U� TO RAFTER WFCM-SBC END, NAIL -rl cd 0 v LO oBLOCKING EACH TOE WOOD JOIST o , +' TO RAFTER Z-8d COMMON END NAIL 0 m " ` RIM BOARDEACH END LEDGER 2-16d COMMON 75 II TO RAFTER END, NAILCONCRETE PIER 'n U o GIRDER/HEADER M WOOD JOIST WOOD JOIST o0 WALL FRAMING: `v W NAIL JOINT DESCRIPTION QTY SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER (DOUBLE 2x TOP PLATE TO I (MINIMUM) TOP PLATE 2 16d COMMO PER FOOT FACE NAIL CEILING JOIST TO BLDG, CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAMLOCATION APP4-16d COMMO EA. SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS 1 USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS W TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEq STUD TO 24" FACE REQUIRED I I STUD 2 -16d COMMO O.C. NAIL U � FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE U HEADER TO I6d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMOP I PER 2x4 STUD END Q TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER [N-, PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL END JOIST OR BLOCKING � 1/2" DIA. LAG BOLTS W/WASHERS CINW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER MINIMUM POST DECK FRAMING: U els^oc (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS , QTY. SPACING ANR. P94POST a ' SILL,TOP PLATE OR GIRDER 4-8d COMMO JJOIST TO: OIST T' NAIL ANCHOR "dia. , FLOOR FRAMING o e° PIER 16"TREAD •• s�-• �o 'o ENDINIMANCE V s° BRIDGING EACH TOE 2x JOISTS 12"x12"x12" •^ V Y 2-8d COMMO E I n CONC.SLAB ��• •off + ' ' CONCRETE FOOTING �>> TO JOIST END NAIL ' BLOCKING FOR .a¢ (AS REQ.) ,4'tea •$' c c A v BLOCKING EACH TOS 8"dia. JOIST HANGER DECK PIER r A 2 8d COMMO EACHLAG BOLTS ,4 u b CONC. 6'. PER PIANEACH TO JOIST END NAL_ q 4 , > ' v BLOCKING TO: 7- p 3'-0 a^ PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3 -16d COMMO BLOCK ' q' X40' LEDGER STRIP EACH RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 4 ° DECK POST FTG. CONNECTION 3 -16d COMMO s • 4 INSTALL AS PER MANUFACTURES RECOMENDATIONS TO BEAM JOIST a a LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER �'P E _+ ,::} ��, +y DRAwN: MH/Ms 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 8d COMMO JOIST + A L ' n ' SCALE: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER NDC JOB#: TO JOIST 3 -16d COMMOt I J015T 1L 6/28/2019 BAND JOIST TO: 2 -16d COMMO PER TOO �A `I SHEET NUMBER: SILL OR TOP PLATE FOOT �. A- 11 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL NOTES 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. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES 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) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: 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 CEILING JOIST 8'WALL: 3-8d COMMON EACH 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 ATTICS w/o STORAGE 10 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) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 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 O QT 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 GAURDRAILS ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION AIL NOTES 10-I precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt Y• SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) [--+ 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 TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE w INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON NAIL O.C. attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Z 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 0 6). TYPE 11 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 I-'I FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER 10ESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3,). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4 - 8d COMMON - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5 . Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1BOTH FIELDS W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) P Y anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). P P g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 W 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 C) Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES ►�+ DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE w z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r� W 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 U 5 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST 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, C) BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z x 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO U Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES g 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 ton anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. ` 2;►. Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATH 1 N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the buildingand led NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and ledger.g JOINT DESCRIPTION uts QTY SPACINGSEE NOTES: 1 3 ( BOTH FIELDS) o EDGE where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. N v ;~ GYPSUM 7" O.C. NOTE: 2 FOR PANEL FIELD M 4 o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 �° m o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. WALL SHEATHING: o � o 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 NOTES a w 2 openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT NAIL NAIL M �• THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. DESCRIPTION and blocking where applicable. QTY. SPACING o : P4 U 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall m All flush beams/headers to be installed with heavy duty alvinized hangers and 3d COMMON ) g g q )• Y Y g g PANELS WFCM - SBC QJ anchors where applicable to all connecting joists. PLUMB 1 N G NOTES be used. Ln V M E 7/16" OSB 3" O.C. EDGE .� in 5d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the 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 w 3 WALLBOARD 5d COOLERS 10" O.C . IELD on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7'). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g FLOOR SHEATHING: N G: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL cn JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING state code and manufactures recommendation for maximum hole size ands spacing permitted. „ 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Where applicable unless otherwise noted. P g P STRUCTURAL PANELS gd COMMON 6��O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. CJ HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD (5.7 SQ.FT,2ND. FLOOR) o '9). Provide blocking/bridging in floor joists at 8'0 o.c., Use solid blocking in floor joists MIN.44"SILL-AFF N OTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Q' 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �,,✓ adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code. 1). All electrical to a installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).for the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. �� y� 1-4). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or r"_ approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch downial and R315 of IRC. Y� DRAWN: MH/MS tYPa materover. # ;i a,'#' ,•� yt SCALE: '16). All sill plates and wood in contact with concrete to be pressure treated. Sill laces to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G JOB#: P P P 6/28/2019 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP `' - AND BASES.USE WITH FLASHING CAPS TO �;, �"�"` SHEET NUMBER: COVER TOP �•;1^'., A-12