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HomeMy WebLinkAbout40878-Z frFO(,yc�G Town of Southold 1/5/2017 P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38760 Date: 1/5/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2465 Laurel Trail, Laurel SCTM#: 473889 Sec/Block/Lot: 125.4-24.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 40878 dated 8/3/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH,ATTACHED TWO-CAR GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Sanders,Matthew of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0057 11-21-2016 ELECTRICAL CERTIFICATE NO. 40878 12-29-2016 PLUMBERS CERTIFICATION DATED 01-02-2017 Mesta Plumbing A th ed Signature �gUFFnt,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40878 Date: 8/3/2016 Permission is hereby granted to: Regan, John 166-14 22nd Ave Whitestone, NY 11357 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2465 Laurel Trail, Laurel SCTM # 473889 Sec/Block/Lot# 125.-4-24.7 Pursuant to application dated 7/18/2016 and approved by the Building Inspector. To expire on 2/2/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,264.80 - W DWELLING $50.00 0 1: $2,314.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Odccupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: y&!5- House No. Street Hamlet 'y� Owner or Owners of Property: 6t e ' _�dj4s Suffolk County Tax Map No 1000, Section Block 9 Lot Q / Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate- (check one) Fee Submitted: $ Applicant Signature SO!/r�®! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 ® roger.riche rt(-town.southoId.ny.us Southold,NY 11971-0959 Q couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Sanders Address: 2465 Laurel Trail City: Laurel St: New York Zip: 11948 Building Permit#: 40878 Section: 125 Block: 4 Lot- 24.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE [Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat Gas 2 Duplec Recpt 29 Ceding Fixtures 29 HID Fixtures Service 3 ph Hot Water 30A GFCI Recpt 12 Wall Fixtures 14 Smoke Detectors 7 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 35 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliancesr4]9 Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 10- ARC Fault Circuit Breakers Notes: Inspector Signature: - Date: December 29, 2016 0-Cert Electrical Compliance FormAs SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_7:1 iX;yx%j Z' 24/I Building Permit No. Owner: 14-TIA&V 6AO-091-5 (Please print) Plumber: Ay(A Ia uge),o , 4 (Please print) I certify that the solder,used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of'Sq vjvgr�a- , 20 AV /gyp ALYSE SUSSMAN Notary Public, SVP41!C County Notary Public,State of New York Registration#01SU6241802 Qualified in Suffolk County Commission Expires May 31, SOF S0!/l�, �yComm,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Loor .�-•+► ., - -�'-.ti-1Z• �S' z CVS y DATE O� Z� �� INSPECTOR r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FSOU tyo� ��'YOOUMV,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ffAvwttJclS: r N1 W/ 1 ASD �ot� .P�V� ✓� i� L �G� ✓S vel F o q-"wz. ADD IK) t& 't>-rfWllf4 A.4,15 DATE 103 INSPECTOR SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /� / INSPECTOR �O�aOE SOOTyolo eoUM`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE -/ �� INSPECTOR �l OE SO(lryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) MARKS ` (kC*j4 P4 SC orv-• 3 glom r sc 4 �lv �lvvKbi s1 �a( - e �- DATEINSPECTOR %J4n-�,%WNIL so y o • a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION-2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL Plee.6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: lqc VlV"Wyv cV-VAVw4 Pm p t'.�,Ar✓ Ivo ® IGJ 14'S �/v l h-t�w -� UK 4t/ L U DATE INSPECTO JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 p [EC[E0V[E DD Date: December 1, 2016 - DEC - 1 2016 To: Town of Southold Building Dept 11U LDING DEPT'. Re: Fire Caulking, Insulation Inspections TOWN OF SOUTHOLD Sanders 2465 Laurel Trail Laurel,NY 11948. Permit#40878 This letter certifies that an inspection was performed on the Fire Caulking, and Insulation at the above mentioned property and all the work was installed as per plan and meet all state and local codes. Any questions feel free to call. 0 NEW YO %. Sin erely, CO Os ' w es Deerkoski P.E. Fp +°• 07?, pROFESSI I JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck;NY 11952 (631) 774 7355 nD [RCENLE n Date: January 3, 2017 U� U To: Town of Southold Building Dept JAN 3 2017 Re: Porch stoops T® O�®� '. Sanders ®LD 2465 Laurel Trail Laurel, NY 11948. Permit#40878 This letter states that the two wood framed outdoor stoops were changed to masonry stoops and built to the latest State and local Building Codes. Any ques 'ons feel free to call. / Nfly Sin erely, 0 N Ja s J eerkoski P.E. 07250 �v'c SSIOVA P JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: January 3, 2017 ® rgc[5O'V[2 D To: Town of Southold Building Dept JAN 3 2017 Re: Plumbing Inspection Sanders BUILDINGDEPT. 2465 Laurel Trail '}CO'I'N OF SOIT HOLD Laurel, NY 11948. Permit#40878 This letter certifies that an inspection was performed on the Plumbing at the above mentioned property and all the work was installed as per plan and meet all state and local codes. A pressure test was also performed on the entire plumbing system. Any questions feel free to call. )'0 Sin erely, m p; �� w J �s J eerkoski P.E. 1513 �'cSSS I ONA ■ �r IN5,TJL,ATION PLAN. STATE RNER(5Y OD 1 11 PA ( Y ;t. WPM - �r� , PAP 1151111 . . -� • ry Elm u n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, fore 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 SoutholdTown.NorthFork.net PERMIT NO. b Check Septic Form N Y.S D.E.0 Trustees C 0 Application Examined Flood Permit ,20 Single&Separate 3 Storni-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c I Phone Expiration 20 — 11 Building Inspector DDAPPLICATION FOR BUILDING PERMIT JUL 18 2016 Date 7' /y ,20 �6 INSTRUCTIONS BIJILI MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 rl.� ��:�to scale.Fee according to schedule. to p an s owing 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) 5-6lCou®C 2-5.! l� sA11r fe411 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 1t f*1 6&—,rZSe- (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corpo ate officer) Builders License No. V San/—1—} Plumbers License No. Z/1-100 t--/-f jv Electricians License No. .3'71.3-11E- Other 3'7/,3--11E- Other Trade's License No 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section J 5 Block Lot 2411, 7 Subdivision Filed Map No. /V 7 fZ Lot 177 r d 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA-t A.,-T- tj b. Intended use and occupanc \i s a tem rp,nn 11 C' 3. Nature of work(check which applicable)-New Building----!!!:l Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost �� �O�U Fee (Description) (To be paid on filing this application) 5 If dwelling,number of dwelling units_ q Number of dwelling units on each floor f-s 7-f` If garage, number of cars Z. 2—,1 T/.-e _ y 6 If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front r Rear Depth °-- Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height r- Number of Stories 8. Dimensions of entire new construction:Front Cl ' Rear ����z Depth 3 7 i Height 3 2 Number of Stories 2- 9. Size of lot:Front ��° 7c� Rear 10-5' Ir Depth �t/a 10.Date of Purchasek C t n *Z0likame of Former Owner V 11.Zone or use district in which premises are situated )q C3 P Z) 7-7 Az:- 12. z:-12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES ✓NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises M, t'r 5cIi,e921,Address Phone No. Sf6' '7,4577 ' 6101 Name of Architect_ k�iH 6,6 4W S Address-YO_ (•¢i 7!!"AA-e VZ5 Phon • 3 S o • �CJcr� -f Name of Contractor n1 S Cv v 1ZA--e-nt P6 Address Bone No,��/• �t.S-vz�'c> 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO a� *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.0 PERMITS MAY BE REQUIRED b Is this property within 300 feet of a tidal wetland?*YES NO l� *IF YES,D.E.0 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 ns IF YES,PROVIDE A COPY. CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.OI BU618MO COUNTY OF 7d, SS: :qualified In Suffolk County Commission Expires April 14,2b,�,l� 161 being duly swom,deposes and says that(s)he is the applicant (Name of individual signing cgntract)above named, (S)He is the6ti'r��' . (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. wgm to before me this day of 20� ��^ � 1 Notary Public Signature of Applicant Scott A. Russell SUPERVISOR IWA NA. G)EMUENT � �, ) �� I - SOUTHOLD TOWN HALL-P_O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 :j Town of Southold N_ l J:J CHAPTER 236 - STORM'WA,TER MANAGEMENT WORK SHEET JUL 2�� ( TO BE COMPLETED BY THE APPLICANT ) -- -- - - - -- - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) - Yes No . W❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface- E14 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑CA C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area_ ; ❑to E. Site preparation within the one-hundred-year floodplain as depicted EA ❑ F. installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. 1000 Date APPLICANT- (Property Owner.,ilksign Prof onal,A nt,Contractor,Other) District ` ' L c �� NAME ection Block Lot w,M ""::"FOR BUILDING DEPARTMENT USE ONLY Contact Information Reviewed By. — — — — — — — — — — — — — — — — — — Date: -7'1 Property Address Loc tion of Construction Work: - - — — — — — — — =-= — — — — — Approved for processing Building Permit. CCCs/ _ — Stormwater Management Control Plan Not Required. our: ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP -TOS MAY 2014 APPLICANT S.C,T.M. #, l000 d- �, CHAPTER 236 (f'roperry Owner,Design Professional.Agent,Contractor,Other) � O 1 Stormwater Management Control Plan CHECK LIS' N NAME- cam ,� ecti—on Block Lot S M C P -Plan-Requirements: Provide ONE copy of the Building Permit Application Y6.,ne Yrini C Date: e ° * The applicant must provide a,Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! �igu < ulryamn<N,n,Ler. I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Jt.istification Heiel sliow all of the following items: ' YES N0 NA If you need additional room for explanations, Please Provide additional Paper a, Location & Description of Property Boundaries b, Total Site Acreage. C. Exibting - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17021, limited o: d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance, I f, Existing & Proposed Contours of the Site (Minimum z intervals) I g, Location of all existing & proposed structures, roads, I driveways, sidewalks, drainage Improvements& utilities. l). Spot Grades & Finish Floor Elevations for all existing & proposed structures. _ I. Location of proposed Swimming Pool and discharge ring, l Ce % NS ARE _ j, Location of proposed Soil Stockpile Area(s), l �e�ing��76 k, Location of proposed Construction Entrance/Staging Area(s), ;1 0 Engine I, Location of proposed concrete washout area(s), n in tin m. Location of all proposed erosion&sediment control measures, ! Staged to QW 2, Stormwater Management Control Plan must include Calculations showing ! _ that the stormwater improvements are sized to capture,store,and infiltrate i on-iite the run-off from all impervious surfaces generated by a two - rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval, Items requiring details shall include but not be limited to: a. Erosion & Sedirrient Controls, b, Construction Entrance & Site Access. _ c, Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) I't)It l:NUINTI_;I_; It 3 DE'l)F,[' USE ONLY Additional Information is Required, Reviewed & I ElStormwater Management Control Plan is Not Complete Appi oved By: — — — — — — — — — — — — — — — — — — — — — — — — - l Stormwater Management Control Plan is Complete, Date• /f�t� t i SMCP has been approved by the Engineering Department i FORM " S Check List -TOS MAY 2014 o��SUFFDCk 0 Town Hall Annex ^�� Gy C Telephone(631-1802 54375 Main Road �c`fi Fax(631) 734-9502 P. O. Box 1179 N Z Southold, NY 11971-0959 %y o ; 41 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: FC Owner: Location of Property: L a./o A nr-lr (�Gt✓r'ti Please to otice that the (check applicable line): New residential structure Addition to existing,residential structure ' r Rehabilitation to an existing residential structure t, to be constructed or.performed at the subject property reference above will utilize (check applicable line): = Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the folio i ocation(s) (check applicable line): Floor framing, including girders and beams (F) r Roof framing (R) O'��Floor and r f framing (FR) Signature: Name,(person submitting this form): Capacity(check applicable line): caner Owner representative TrussResReg15.docx Fff�tive 111!2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC - -PANT ONE - - - - - - - -- DESIGN-ATION-OF CONSTRUCTION TYP-E-BASED-ON-SECTION 602-OF- -- THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1/2" STROKE ._.. .-•----____-- .. •-- ' . ..- ��•pEStGN74'i'f02VYFORS'i'R[JG'[`l'tft'/4t �- -•_-•--.._"._-.._.__'...�••_--.____...._._�__."{w �. -----• COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS,AND SEAMS'„ "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAM114G TRUSS IDB\MFIGUON SIGN - k ' U ANCE WITH 19( 1CCRf�PART 126548 143rM-QrAE Cf]DES dIVIS1CIN EXAA t-L_C TRUSS ILJL=N tHCHON SIGN DATE.-O 11CX2005 ° - NEW YO STATE DEf�Af�T ('El ` QF STATE DIVISION OF CODE EN FORCEUENT f.- AND ADMINISTRATION � �QEP.:4Rjb(ENT.r3F`3.LAic: i U St3�Tyol Town Hall Annex 1R J Telephone(631)765-1802 54375 Main Road y �ax(631)7fi5- 5p2 k P.O.Box 1179 Gt, Q roger.richert(CUIOWn.SOuf95015 ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' / t - REQUESTED BY: � <<i � �k ef-UZCe.e, lr\,C� Date: l Company Name: �.vIriI&cc< 61& r' ( 5-dvtCeS r\C, Name: . U�✓C¢ � YC-1 V1 n K c C - - _ I License No.: ;-- Address: O (3 o to > �q ofe wy [ Y? 0 G Phone No.: i JOBSITE INFORMATION: (*Indicates required information) *Name: Sa V-N d,-r S - *Address: 5- I'C"i c-2k \ 1, V. i *Crass Street: �fe *Phone No.: Permit No.: p I- Tax-Map District: - 4000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) elJ av�_Z- �j1_pL) II (Please Circle All That Apply) *Is job ready for inspection: ES NO Rough in Final *Do-you need a Temp Certificate: NO I Temp Information *Service Size: 1 Phase 3Pha 150 200 .3Q0 350 400 Other *New Service: Re-connect Underground umber of Meters Change of Service Overhead i Additional Information: PAYMENT DUE WITH APPLICATION S , I � 5�7 � I 82-Request for nspec'on Form , MW Pontino, Susan From: Vinny YES <vinny@yeselectricalinc.com> Sent: Tuesday, December 27, 2016 1:10 PM To: Pontino, Susan Subject: 2465 Laurel Trail electrical counts Hello please see the list of electrical counts below. Thank you very much. Job Site Address- 2465 Laurel Trail Laurel,NY 11948 Switches - 49 Receptacles - 29 GFCI Receptacles - 12 Light fixtures - 87 Smokes- 7 Carbons- 3 Bathroom Exhaust fans - 3 Dish washer- 1 Gas Clothes Dryer- 1 Clothes Washer- 1 AC Condenser 30amp 240volt- 2 Gas Fired Furnace- 2 Electric water heater 30amp 240volt - 1 Doorbell- 1 15amp arc faults - 9 20amp arc faults - 1 i Llectric Oven- 50amp 240volt - 1 Under cabinet lights - 7 200 amp UG service. Sincerely, Vinny Yannucci President Tel: (631) 258-7324 Yeselectricalinc.com CONFIDENTIALITY NOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender immediately by e-mail and delete the original message. P f 2 �._--- A5:RON FRAC a CALL. t P-at;AL.(O`i IN.�GTION POOLS OKs_Y) Jr t \NN •'1'J'.�f.4•s. h�l ' S ewe^' y� • { f 1 I G�^ti, .vi 6'--Ih"CONCR` ef.. COVER.7HALL. S!'7 i' MIN.LE3-OYI FINSHEL GRAVE � 4 " 5ROJT AROUND ti b FR5GA5T 5JLV NAL L ItINrp Ao Mr-*_eve GARL50M PREGArT S —- - OR ANdI;Dl�AZ, MIMIC 065-$TOM, ORAIR RNSS.AS "wr-S.BY CARLSON FR�OR it ! YARI AO L_C , STMM LxAa - pom s NT: S H CET `•1-U/o 18'-V MAX C. C. AN 'V :s:vW " bQnA©� +~%"�y� `� z.�� 1in►• _�r ..1� �� •1 !Y-_- �r_ . ;".7w•Y_7.r��."'�.'�-�w..-ti•''Sw �' �'• ;:'5���.^-:iw.-, a...ti��R+Y.�.�r • ` --^-�-� � `• `i-- _4�+�'s�:�.+.�vta�=�.s�-R;'�-`s��_may „--�'•..�1;�±�.� 'r iA�.' ,`�!� '=sly �. =+�ittii-4� =�F== �' �i �. : �.wi►.M► t3'!s CZE ul loma_>.: •s•^` - �=` -_ Y7as'. _„i`s :M �. \�•_. G W ��"'T"f, 4 1- iP •7s y y! 1.`+ .fir a � i (�i' W � PERSPECTIVE VIEW 36” MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10/10- WWF) R - _zN FILTER CLOTH 2f� N� S�OP� EMBED FILTER CLOTH ---- MIN. 6" INTO GROUND z -• r, -• mn q NOTE: MAXIMUM DRAINAGE AREA 112 ACRE 1 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS SCAM WS S 1a EcT `-n4(ZEE LOT AREA- = 28,791 -SQ. FT. -PROPOSE-2 STY FR DWELL 2,860 SQ.-FT.: W/4 BEDROOMS _ GAR 'ELEV. 2,9.0 SANITARY.SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING; POOL 8' DIA. X 12', DEEP FFL" ELEV.. 31.0 ( )-ELEVATIONS DATUM:N.A.V.D. 1988 ' Sha!i include but sot be Ilmited to: A Well maintained COnsbvctim Emance, ' Wire Packed SNI:Fenctna.stabiibation& • , ; seedingof exposed and/or inactive soils. DRAINAGE ARERIMIREO Contact TOS EnglReerin:at 765-1550 before Backfill,OR Pmvide`Et~s Certification ,that the drainap has been Installed to Code. OPEN' S.PACE - - 'CEL'AhROVAII QF PA .- A7E11 R=172:68' _ �� C 11.E O L1, C w¢�s��` O O ' V 00 1vs _a ��oGy Q-3 ka�f ��� y °� � 'N`t5>�oT_Ck 55 'APP�bYEb, -_FtI.L"j�� ' ILD O �4S-48,' pROp05 '00." , 15� T , O °rGh • "-: - ., • - - .w _ `• . - i �,�; - `° _ ` �`, , . - � - - t" • - FSE ��•'_ I - SPIKE =352.68* �g' �a 2°' R i 0 otin ��1 U �drain tz - LOT NUMBER- 21 -DWELL PUBLIC^ WATER,,, DRAT N AG F CALCU-L-A N-S Rio f�=�q• 2, 11'o:5a:TT7X-1.0 K, -;7Fu v- 16y-':-AREA 14?�_�.FYx•t.o K, '47= 2.42 CU- �'t , `P:='I' --y,� oFoaE~RuNoF ': ,_p ►v .WAY (Ji _ r ' - PROPasEeu;FT; L.P.2.= Z_ C' F',R00F RUN C FI~ l8�.cu.F� X 5 DEEP ,_ _Z I°Cu, h 'rlr Sf`x_:5it "I •-'2-' '. CI�Ty,� .r?-,; -? Fc, •f�C ;j.,r; L P'3 OF ROOF _RuN oFF_=- FRc1OSF t Dir'i'�C 5� DEEP '= I'1 B ;CU >`f : _ '- �7—�''1C� ./\t:��i,:��� L :CC -THE OFFSETS (OR DIMENSIONS)_SHOWN HEREON FROM THE STRUCTURES',TO-THE PROPERLY UNEs'ARE;fOR:A SPECIFIC PURPOSE AND USE AND 11iEREFORE,ARE,NOT OOB-'NO. 116-105 - FILE No. LAUREL LINKS , JNTENDED;TO.'GUIDE THE'ERECnON-OF FENCES,PURPOSE.AND POOLS,'PXnOS,:• PiiwnNc AREAe. AoomaN-T° BUILDINGS OR-ANY"OTHE XONSTRUCTION SURVEI(ED 'FOR .UNAUTHORIZED ALTERAMON OR ADDITION'TO THIS SURVEY IS A-VIOLAn0N OF,SECTION ' ` 72M OF THE NEW YORK-STATE-EDUCATION LAW:; - LOT NUMBER 5 MAP=0F'LAUREL LINKS- " GUARANTEES INDICATED HEREON SNALL'RUN-ONLY.TO THE PERSON;FOR WHOM THE - - SURVEY IS PREPARED, MID ON HIS BEHALF,TO THE TITLE COMPMNY,,GovERNMWAL'-:._ •,SITUATED--AT,MATTITUCK " AGENCY-MD LENDING'INSTITUTION LISTED'HEREON,-AND TO'.HE'ASSIGNEES OF THE' LENDING wsnnmoN,-cIiARANrEEs'ARE NOT TTzwsFERABLE TotADOmoNAL'iNsmunONs ;TOWN,,,OF'SOUTHOID; ,SUFFOLK COUNTY, N.Y. 'OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT-BEARI LAND SURVEYOR'S_INKED SrAL oR SCALE: 1 = 40' DATE 5-19-2016 ' r EMBOSSED SEAL SHALL NOT 6E C VALID TRUE COPY. -FILED-MAP No,.. 10712 DATE_ 11-23-2001, CERTIFIED' ON ®'� ¢o'(RANO, -- TAX ,MAP.-No.(REFONLY) 1000-125-4-24;7 DISK ,2016 ov® ®As .� HAROLD F.`TRANCHON JR_ P.C. = L'° LAND SURVEYOR P.O. BOX 616 A �F - 0 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 ' ®i-AND Sv I .Y._,C. No..048992 631-,929-4695 HA R LD F. T,RA NC PENN. LIC. No. 2115-E i L01 T'AREA - 28,791 SO. FT. PROPOSE 2 STY FR DWELL 2,860 SQ. FT, W/4 BEDROOMS GAR ELEV. = 29 0 SANITARY SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING POOL 8' DIA. X 12' DEEP FFL ELEV. = 31 o ( ) ELEVATIONS DATUM N,A.V.D. 1988 OPEC SPACE PARCEI" A DoE FOLK COUNTY DE ART�IEidT OF HEALTH S �s PERMt�01t'AP I- 4\ RU—CTION FOR A pft S114G i F ILY REs{DENCIE ONLY ?o �10>66-CV67 EF' DR G APPROVED FO {gnu OF BEDROOMS oil. A EXPIRES THREE if TARS FROM DATE 0APPROVAL w e �$ l- s , ) {�'I dolJ � 48' N PROPER ��L� rrva � Pldn�e OO. 10 } 6' re Po co cove 1 I I W vl c� 1 5Q\�E e ry CVOnG FD voter r,et®t SPIKE 62.68 C- S) ty C:]o drain uti,f �- wo box —� x ` i y A 1�p,F,]-+ LOT NUMBER 21 Rl NIS s DWELL / PUBLIC WATER Gt, 'JlJ � R kU^I�HIi Jr+�.eN'�._f�a.%Jb.�FF��f u•tY}ism :�4..n...n..� iii 'e THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 16-105 FILE No. LAUREL LINKS INTENDED TO CUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING,AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR 6NAUTNOR12ED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 5 7209 OF'THE NEW YORK STATE EDUCATION LAW MAP OF LAUREL LINKS GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Is PREPARED, MID-ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT MATTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LFND1Nc INSTRUITON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. 1 COPIES OF THIS SURVEYMAP NOT'BEARING TLAN HE D SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 5-19-2016 I EMBOSSFD SEAL SHALL NOT BE CONStL�F BE A VALID TRUE COPY- at � FILED MAP No 107'Z DATE 11-23-2001 CERTIFIED ON RA ®� TAX MAP No. (RE" ONLY) 1000-125-4-24.7 DISK 201'6 �CAI HAROLD F. TRANCHON JR. P.C. LAND' SURVEYOR PO. BOX 616 <r Ir( �v B, ~ �� '1866,'1JADiNG RIVER—MANOR RD.-WADING RIVER, HAROLD / �K F. TRA' P., oa6�?. NEW YORK, 11792 1� ?� Y. LIC. No. 0489263"1—.929-4695 � PENN. LIC. ,No,2 1 ^ LOT AREA = 28,791 SQ. FT. 16-216 PROPOSE 2 STY FR DWELL 2,860' SQ. FT. W/4 BEDROOMS. SANITARY SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING ,POOL 8' DIA. X 12' 'DEEP ( ) ELEVATIONS ( DATUM N.A.V.D. 1988 OPEN SPACE cat A , /1051 52oE ' - R=172.68' • - s JV �A m G - o O FG.00 � d- LLu 61 1' �, 'd0 48.7' N fOot4101 ON it �O. 9D rn, ao 216. O u0 J u Fp c\j / 01 <11 Ow° FD ter meter ' SPIKE � R-352.68 ��1k2 utility p drain i W ter m°�n box LAIJpFL PIS r-1 . D �� LOT NUMBER 21 � ; D C) SEP' 14 2016 �► 9-9-2016 FOUNDATION LOCATION jj[jpX%jjAflAjMjLp—%%Gp Dm THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE n cni �(,� PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT J06 No. 16-105CC•MfFl7�UREC-LTf�1k� INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING'WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION'OF SECTION LOT NUMBER 5 7209 OF THE NEW YORK STATE EDUCATION LAW MAP OF LAUREL LINKS GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT MATTITUCK ' AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE , LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y OR SUBSEQUENT OWNERS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 5-19-2016 EMBOSSED SEAL SHALL NOT BE CONSIDER A VALID TRUE COPY ® W FILED MAP No. 10712 DATE 11-23-2001 CERTIFIED ONLY C �� 1;RA 1'®,A� TAX MAP No. (REF ONLY), 1000-125-4-24.7 'DISK 2016 v� � 0 ® ' ° ? HAROLD F. TRANCHON JR. P.C. ;1 LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 HAROLD F. TRAN Afi9 sv LIC No. 048992 631-929-4695 ENN.'LIC. No. 2115-E LOT;AREA — '28,791 ,SQ. FT. j,6==2'16 ' `3. .® ARF$�� l�i� 1'6-291 ALFA"� b��+E Y S FOR In --- ' q 0, hmvc SACFOR Aa RAk8ld " A'N` PEN' un to ,. 201 -QAc A.. : . ice 1pd �.o d.to-.Z- ,BUILDING _ DEPT. .T -- - '. -_ --m -OG 1, - _ �b���'°6'��.'�::�ia.4"e�a _- � - - . .. - •- = -OWN OF SO>C?'j'$OLD R=`1-72';:6? _ 71 00 FGA •, - - `- - - '. -,:ate, kB � - `, % - w 6A.1' -11 48.7' g 48.7' - —I ,n ,o FR., in a S1Y';' GN, O. O 216 N ; d P Co�eTeOr m v o_ elec 1924.5`4 '3�4' so panel 1 � W' kp Al Spm f _ wotef 35 _ k. utitit Cj dinin.; _ RX - -r,_ - • ` : ' - •- � -. - � . -:CAU- - � - - -• - - "- - . __-_ i LOT NUMBER 21 T O' i\ THE EXISTENCE OF RIGHT OF MAYS-AND OR EASEIdENiS l�1 OF;RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. i NOTE: CESSPOOL;, SEPTIC TANK_`& WATER SERVICE LOCATIONS BY"OTHERS.' 11-3=2016:fl NAL SURVEY r " 9-9=20,16,-FOUNDATION, LOCATION THE ONSETS (OR"DIMENSIONS),SHOWN•HEREON FROM-THE STRUCTURES TO THE. PROPERTY LINES ARE',FOR,A S�EC19C'PURPOSe,AND,USE-AND THEREFORE-ARe NOT = JOB",Nb. .16-105 'FILE 'No. LAUREL LINKS INTENDED TO�GUIDE-THE'EREC ION•OF FENCES, RtZAINING WALLS, POOLS, PATIOS,` P,LANJNG•AREAS,ADDITION??TO BUILDIttGS OR ANY otH£R-CONSTRUCTION: SURVEYED FOR MATTHEW SANDERS UNAUflHORIZED ALTERATON'OR ADDITION TOL THIS SURVEY-IS A MOLATON,OF SECTION " 7208 OF THE NEw YoR-K STATE EDUCATION LAW. LOT NUMBER- 5 MAP 'OF LAUREL LINKS_ GUARANTEES INDICATED HEREON SHALL RUN'ONLY1T0 111E PERSON'FOR WHOM THE ,,,a y �;, , .,,•�e�eaR�o SURVEY IS PROF RmAN D—&D&HIS BEHALF TO'TH£-M LE COMPANY,GOVERNMENTAL SITUAT D SAT. AGENCY AND-LENDINO INSTITUTION LISTED HEREON,,AND*,TO THE'ASSIGNEES OF THE - LENDIRG-INSTITUTION.,GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSinunONS TOWN OF SOUTHOLD, SUFFOLK COUNTY; N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND,SURVEYOR'S INKED SEAL,OR SCALE 1" = 46' DATE 5719-2016 ' 'EMBOSSED SEN. SHALL NOT BE CONSIDERED TO BE A,VALID TRUE C9PY. ' _ FILED =MAP ;No. 10712' DATE -11-23-2001 CERTIFIED ONLY "T0:' r :TAX 'MAP No. (REF ONLY) 1000-125-4-24:7 DISK 201:6 MATTHEW SANDERS " FIDELITY NATIONAL TITLE INSURANCE COMPANY -HAROLD F. TRANCHON JR: 'P.C. -ULSTER SAVINGS 'SANK ISAOA A D SURVEYOR-` ;P. BOX 616 .. .;� _ BWADING 'RIVER\�ANOR RD. WADING RIVER, ' -NEWRK, 117,92 - - HAROLD F. TRANCHON JR. pENNLiC�Noo. �2 i5E Vt�o16 63 9-4695 ' jr ,n p,1ruT, A f AT �.::, .. • i_�, ...• � wt ir;n r�l�r_i�•,.,,,�.;J,�' t',! I I'{ r'i�;.. ., '..1. „',t:.` , ` S,-i� lrt �. r�r J—�.41..... a !• ..,:J. ( `•,T.'', 1 s I nail tT :�:` �, X „et.rr i '~ I ',!TiED �rainai c 2. r r I'v GENERAL FLASHING AND CAULKING NOTES: i + GENERAL NOTES T IG' e— r PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OiR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS rl C�i���',{r;`;f,��!'•,.',,J ..,' ,. r E,, wT +: A _ OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEETNailing Schedule RC1r Lateral and hear R` :iJ I , C, ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE DECEMBER 28,2010;WITH INCLUDES BUT NOT LIMITED VERTICAL SURFACES,ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4”FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS TO THE FOLLOWING: 2010 RESIDENTIAL CODE OF NYS, 2010 BUILDING CODE OF NYS,2010-PLUMBING CODE,FIRE CODE,MECHANICAL CODE,FUEL GAS CODE, AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIAIRAKE BOARDS AND Y ",K STATE, P':..y+ r, J i ISIELE F'_R EXISTING BUILDING CODE AND PROPERTY MAINTAINED CODE OF NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE OVER ALL WINDOWS,DOORS AND OPENING OR THEiR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. Connection rcq u 1 retYl Onfi"� D °,!G;•y o %0(J, i iul;i- -id �:riR� PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. THE REFERENCE STANDARD UTILIZED:AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION GENERAL WALL BOARD NOTES BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION t S C7 PRESCRIPTIVE AND ENGINEERED METHODS. THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. l :.;✓'"y�� (�OD!7S PROVIDE 112"GYP,WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS Int ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER iS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS AND 5/8"CEMENT BOARD IN ALL WET AREAS. CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TODESCRIPTION NUMBER OF NAIL SPACING SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. COMMON NAILS IT IS THE STOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING TO STARTING ANY WORK. EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL"BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF ROOF FRAMING d' v 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL ALL HEAT PRODUCING EQUIPMENT. RAFTER TO TOP PLATE(TOE NAILED) 4-8b EACH RAFTER AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT _� - •- PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT,OF HEALTH SANITARY DISPOSAL GENERAL STAIR NOTE CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST •_..-.,.. r THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOILE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE ` CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM, R31H WITR.314 THE RESIDENTIAL CODE TI NEW YORK STATE.ORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS V-8"AS PER CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP PERMIT.) MAX.RISER-8-1/4" CEILING JOISTS LAP OVER PARTITIONS!FACE NAILED) 5-16D EACH LAP ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL MiN. TREAD 9"-W/0 NOSE LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MIN. NOSE-314" CONTRACTOR. MAX.NOSE-11/4" COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-BD EACH TIE , P MAX.NOSE RADIUS-9116" � t € t •(° � " . ^�.,I ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END � l./ �� �� §�$-j b" c t `� GENERAL HANDRAIL AND GUARD NOTES RIM BOARD TO RAFTER(END NAILED) 2-160 C � � -t ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING EACH END I � t O c-JT t � y JURISDICTION•ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS;SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND RAFTERS TO RIDGE,VALLEY OR HIP(TGE NAILED) 4-160 EACH RAFTER _0 _ 6 .r �! P GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP G - j `f"'ii tt V 1 ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR, OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS,PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER RAFTERS TO RIDGE,VALLEY OR HIP(FICE NAILED) 3-161) EACH RAFTER Cn ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. IU GENERAL GLAZING NOTES WALL FRAMING �"-- TEW.58 PLACARDiNCa Mr-MIRED THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 DIMENSIONS UNLESS INDICATED OTHERWISE. MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT '^V! ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTIOII TO 301.2.12. &_ — AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE ALL CONSTRUCTION SHALL BE LEVEL,PLUMB AND TRUE UNLESS INDICATED OTHERWISE.ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS GENERAL EMERGENCY ESCAPE AND RESCUE NOTE STUD TO STUD FACE NAILED /� r ( ) 2 160 24"ON CENTER OTHERWISE. INDICATED R310.1 Emergency escape and rescue required.Basements with habitable space and ever sleeping room shall have at least one operable emergency and rescue opening.Such opening shall open = g y p q p Y p g p g cY p g• p g p HEADER TO HEADER 16D 16"O.C. ALONG EDGES 6„0 -_gr .,T*o- .F,f -r '- ^anft- ?s,r•:r'� THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND directly into a public street,public alley,yard or court.Where basements contain one or more sleeping rooms,emergency egress and rescue openings shall be required in each sleeping room, (U n-c• �, ,._. ;",h x;.« ,, I'y ,r PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM but shall not be required in adjoining areas of the basement.Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches above the ` THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR floor.Where a door opening having a threshold below the adjacent ground elevation serves as en emergency escape and rescue opening and is provided with a bulkhead enclosure,the bulkhead TOP AND BOTTOM PLATE TO STUD 2-160(max.wall ht;10') EACH STUD _J ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, enclosure shall comply with Section R310.3.The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from TOP AND BOTTOM PLATE TO STUD 3-160 wall ht;10'to 20' the inside.Emergency escape and rescue openings with a finished sill height below the adjacert ground elevation shall be provided with a window well in accordance with Section R310.2. ( ) EACH STUD FLUIvtBCR CER TIFIGATION THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE Emergency escape and rescue openings shall open directly into a public way,or to a yard or court that opens to a public way, ARCHITECT AND USER OF THESE DOCUMENTS. GENERAL PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT � LO ONLEAD COr,!�ENT BEFORE GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES DOUBLE TOP PLATE MiNIMUM 48 INCHES OFFSET8-160 CERTIFICATE- C+~- OCCUPANC ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS ASPER APPENDIX G OF THE OF END JOISTS,FACE NAILED IN LAPPED AREA 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE APPROVED PROTECTIVE BARRIERS AND APPROVED F— SOLDER U:770 IN VVATE-R STHE DESIGN OF ALL HC,PLUMBING,ELECTRCAL SYSTEMS,SITEOLE RESPONSIBILITY OF THE USER OF THESEIDOCUMEN S AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.T HE USER OF THESE DOCUMENTS SHALL BE ORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATOS AND ALL OTHER WORK AS NOTED IS THE PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. WALL SHEATHING ATTACHMENT REQUIREMENTS CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D SUPPLY 5r•�, t tM CANNOT RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL LIGHT,VENTILATION AND HEATING NOTES CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16”o.c. along each edge ,EXCEED 2/10 OF 1 o')'LEAI)- ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. BASED ON TABLE 3.11 OF THE 2001 EDITION PROVIDE LIGHT,VENTILATION AND HEAT AS PER 8303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Maximum Nail spacing for 8d common nails BUILT UP CORNER STUDS 16d 24"ON CENTER -- E. GENERAL EXCAVATION AND BACKFILLING NOTES PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. BUILT UP GIRDERS AND BEAMS, o m ,o �c lrC m E l6d oILI EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. 3-second gust Wind Speed CCI 120(MPH) 2-INCH LUMBER LAYERS m °i o 0 ° n t t R STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN .. E r N m a o-.E ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING "NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP o ­!� o U y `''� r - _ WASTE CAPACITY OF THE SOiLS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THE NOTE:SAFETY GLAZING AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH e e Z CL ° _61 u tee ALL ' STRUCTURAL SHEATHING Stud At panel At intermediate 8 N 1 ;S.`° &V�ATER cj NEED CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT,THE CONTRACTOR SHALL BE END AND AT EACH SPLICE e_v w e ,,= c� L RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE SAFETY GLAZING(TEMP'GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS (SEE NOTE A) Spacing edges edges in field m 9 o 0 o N 'o x TESTING BEFORE COVERING moa . . ARCHITECT. WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. „ „ c n >< p to 07* . INTERIOR ZONE 16"o.c. 6 12 m w 2 c o 'm p _a a` c ; NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY Y c t 3 c U 47 WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL OF WALKING SURFACE OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION " " FLOOR FRAMING o o a ° g N w CONCRETE WORK. AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD 4-FOOT EDGE ZONE 16 o.c. 6 g c N= - to OR WALKING SURFACE. '�° B c c = m N` ° E LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. ALL DRAINAGE SHALL CONFORM TO RCNYS SECTION R401 JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4 8D EACH JOIST L Q n 6-8 T' o THE GRADE SHALL FALL A MINIMUM OF INCHES WITHIN THE FIRST 10 FEET. SHEAR WALLS 16"O.C. 3" 6" c o -o �i o L°t BRIDGING TO JOISTS(TOE NAILED) 2-BD EACH END t ° _ E !v o &' ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. ROOF SHEATHING ATTACHMENT REQUIREMENTS r N c v ` •— N 2 m N m N m.0 Q N C C m 0 NOTE A: BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END m c a E m � d ° °u 0 REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER BASED ON TABLE 3.10 OF THE 2001 WFCM EDITION wall sheathing within 4-feet of the comers,the 4 foot perimeter ~ 9 (o Q r m E L=o a • ALL LOCAL BUILDING REQUIREMENTS. edge zone attachment requirements shat!be Used. BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-160 EACH BLOCK • Maximum Nail spacing for 8d Deformed or 8d common nails IN AREAS LIKELY TO HAVE EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKOWN SOIL CHARACTERISTICS,THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST A SOIL TEST RO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THE TEST SHALL BE MADE BY AN APPROVED AGENCY USING APPROVED METHODS. for exterior panel Siding,galvanized 10d box nails may be substituted �/� Q for the common nails JOiST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST W 3 - second gust Wind Speed @ 120 (MPH) W Z _ GENERAL CONCRETE NOTES: BAND JOIST TO JOIST(END NAILED) 3-160 EACH JOIST 24. Windows in buildings located in Wood-Borne debris regions(areas within- [L ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL BE CAST-IN-PLACE AND HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY TEST. hurricane prone regions within 1 mile of the Coastal high water BAND JOIST TO SILL OR TOP PLATE(TCE NAILED) 2-16D NOTE 1 PER FOOT O EXCEPT EXPOSED SLABS:GARAGE SLABS AND CONCRETE STEPSISTOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL SHEATHING LOCATION Spacing At panel At intermediate line were the basic wind speed is 110 miles per hour or greater BE PERMITTED TO BE ADDED TO THE MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF THE SEE NOTE A edges edges in field or 120 miles NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL Z CONCRETE VOLUME. ( ) per hour as per figure 8301.2(4)of the New York State SHEATHNG NAILED 6"ON-CENTER AT PANEL EDGES. W Residential Building Code shall meet the requirements of the large J J G N ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. INTERIOR ZONE 12"o.C. 6" 12" Missle test ASTM E 1996 and the ASTM E 1886 ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. 16"O.C. 6" 12" r►�1 O ALL FOOTINGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. referenced therein. DESCRIPTION NUMBER OF NAIL SPACING � t-L- ALL FOOTiNGS SHALL BEA MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL TO 2 HORIZONTAL " „ " (values are nominal design 3-second gust wind speed in miles per hour) COMMON NAILS Where the building official determines that In-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity PERIMETER EDGE ZONE 12 O.C. 6 6 W W W shall be determined by a soils Investigation.(RCNYS R401.1) 16"o.c. 6" 6" A. EXCEPTION: _ Z (f) Wood Structural panels with a minimum of thickness of 7/16 Fnch DECK CONSTRUCTION () W I GENERAL GARAGE NOTES: Fasteners for asphalt shingles shall be galvanized or stainless steel, and a maximum span of 8 feet shall be permitted for opening r� 3-100 THREADED NAILS OR `� ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND aluminum or copper roofing nails, minimum 12 gage shank with a protection. Panels shall be precut to cover the glazed openings DECK RIM JOIST TO END JOiST 3 #10 x 3"WOOD SCREWS EACH JOIST v, V co OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF minimum 3/8" inch diameter head. the fasteners shall penetrate with attachment hardware provided in the table below. WOOD DECKING TO TOP OF RIM JOIST 10d THREADED NAILS @ 6"o.c. THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. Label all panels and store in a clean dry area of the house. #10 WOOD SCREWS 6"o.c. EACH JOIST through the roof sheathting and comply with ASTM F 1667 Attachments shall be provided in accordance with the table POST TO BEAM 2-112"OR 5/8"DIA THRU-SOLTSMASHERS AT EACH POST SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS,PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. All asphalt shingles shall have Self-seal strips or be Interlocking, as follows: GENERAL SMOKE AND CARBON MONOXIDE ALARM: and comply with ASTM D 225 or ASTM D 3462 B. Fastener Schedule for wood plywood panels PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72,SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF For normal applications, asphalt shingles shall be secured to roof TABLE R301.2.1.2 ALL SCREWS, BOLTS AND NAILSUSE WITH PRESERVATIVE TREATED WOOD EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. pp pg SHALL BE HOT-DIPPED GALVANTED OR STAINLESS STEEL. with not less than six fasteners per strip. LU PROVIDE AIN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Fastener Panel Span Panel Span Panel Span ALL STRUCTURAL HANGERS,ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED H Type Less than or less than or less than or OR STAINLESS STEEL. CD GENERAL FRAMING NOTES: NOTE A: For roof and wall sheathing within 4-feet of the perimeter equal to 4 feet equal to 6 feet equal t0 8' o z edge of the roof, include on each side of the roof p(ak, ALL FASTENERS AND CONNECTDRS EXPOSED TO SALT WATER OR LOCATED WITH N Q BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL 8E DOUG-FIR#2 OR BETTER. the4-foot i W 4-foperimeter edge zone attachment re urenents IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316. tri E=1.6,MINI Fb=850{BASED ON TABLE 4A OF THE WFCM 2001) p g p 4-1/2"#6 Wood 16 inches 12 inches 9 inches ULI shall be used. Screw or 10d on center on center on center " J to ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: DECK FOOTINGS CLOSER THANS 0 TO AN EXISTING EXTERIOR HOUSE WALL MUST BEAR a W Q a.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH THE LATEST ASTM REQUIREMENTS. Nails AT THE SAME ELEVATION AS TK_ FOOTING OF THE EXISTING HOUSE FOUNDATION. b.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES Q (Q c.) ALL STRUCTURAL CONNECTORS,Le.SIMPSON STRONG-TIE OR USP SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. NOTE:STAINLESS STEEL SHALL BE USED WITH-IN ONE MILE OF WATER. FLOOR SHEATHING ATTACHMENT REQUiREMENTS 4-1/2"#8 Wood 16 inches 16 inches 12 inches CUT ENDS OF POSTS SHALL BEeIELD TREATED WITH AN APPROVED PRESERVATIVE SUCH ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, Screws on center on center on center AS COPPER NAPHTHENATE Shall be attached with a minimum of 8d common nails spaced at a minimumof 6-inches on center on Z ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN panel edges and 12-inches on center in panel field. a.This table Is based on 130 mph wind speeds and a 33-foot mean roof height. CEILING SHEATHING ATTACHMENT REQUIREMENTS .... STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE 5d cooler nails spaced 7" on edge and 10" in field MANUFACTURE. b.Fasteners shall be installed at opposing ends of the wood structural panel. ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED Fasteners shall be located a minimum of 1 inch from the edge o1 the panel. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE.INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER c.Fasteners shall be long enough to penetrate through the exterior wall covering 0) ALL PLYWOOD JOINTS MINIMUM 32"WHERE POSSIBLE. ; and a minimum of 1114 Inches into wood wall framing and a minimum of 1-1/4 inches SUBJECT TO DAMAGE FROM k Into concrete block or concrete,and into steel framing a minimum of 3 exposed threads. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. GROUND WIND SIESMIC FROST ICE SHIELD �♦ �-' r Fasteners shall be located a minimum of 21/2 inches from the edge of concrete block SNOW SPEED DESIGN LiNEW PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. or concrete. AYMENT FLOOD LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE REQUIRED HAZARD PROVIDE STOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. d.Where screws are attached to masonry or masonry/stucco,they shall be attached MODERATE �+./ N Z 1/2„ m structural plywood using vibratioreslstant anchors having a minimum ultimate withdrawal capacity of 20 LBS 120 B SEVERE 3'-0” YES NO a) PROVIDE HTO HEAVY HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. Panel, Attached to 490 pounds. '� W V i , SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GiRDERS. Frame In accordance TABLE R301.2(1)Residential Code of NEW YORK STATE �—' Q Cr) PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR ' with Table 8301.2.1.2 DESIGN LOAD INFORMATION C i2 co SIZE AND USE UNLESS NOTED OTHERWISE. Residential Code Of WOOD HEADER SCHEDULE W OO A. Ground Snow Load: 20 psi U -D o REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH THE NYS NOMINAL LUMBER SIZE: SPANS: C B. RoDnTS other than Sloe AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. ping: LL = 40psf, DL = 10psf t ALL FRAMING EXPOSED TO WEATHER AND/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. {2)2X6 UP TO 3'-0" C. Sleeping Rooms: LL = 30psf, DL = 10psf � < o ti3 ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. D. Roof, no ceiling load: LL = 20 psf, DL= 15 psf LL `� Lo Ste. TO(2)2X8 3'-0"TO 6'-0" FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO �9WINDOW UNIT E. Roof with cathedral Ceiling: LL = 20 psi, DL = 15 psf 4C BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. (2)2X10 6'0"TO 8'0" F. Exterior Balconies: LL = 60 psf, �;�G. J G ALL ENGINEERED LUMBER AND FLITCH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. G. Decks: LL =40 psf f)L (z)2X12 s'-o"TO 10'-0" H. Guardrails and Handrails: LL = 200psf ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS 4 !'= POSTS SHALL BE 4X4(NOMINAL) I. Guardrail balusters and panel fillers: LL = 50 psf ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. J. Attic Without Storage: LL = 10 psf, p � ' NOTE:ALL SIZES CALLED OUT ON ANY OF DL= 10 psf 'ct . (� /� PANEL /� "SHUTTER" D L= 10 psf �' NO STRUCTURAL FRAMING MEMBERS SHALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. PLYWOOD STO i \1 Y i PI'1N E L DETAIL THE FOLLOWING DRAWINGS WILL K. Attic with storage: LL = 20 psf, p ,. A SUPERCEDE THIS SCHEDULE. L. Stairs; Minimum concetrated load on stair treads �L'. ,,1go,o y on area osquare inches) 1 ``�OF N ' Vx NOTE:USE(3)2x HEADERS AT ALL 2x6 ( f 4 ih q ) �S 300 pounds NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS) EXTERIOR WALLS „ Refer to NYS code 8301.5 for all Live Load foot notes fasten sheathing to header Simpson with 8d common or galvanized H2A Stud To Rafter ASTEN SHEATHING TO box nails in 3 grid pattern as Connector TOP OF PLATE HEADER WITH 8d COMMON shown and 3" o.c. in all framing OR N 3G RIID PATTERN AS ANIZED BOX SHOWN LS CONTINUOUS HEADER OVER FRAMING ( studs, sills & blocking ) TYP Typical Metal Strapping 1/2"WOOD STRUCTURAL g p i at Openings PANEL WITH 8d NAILS @ 3 O.C. S@@ D@tall 20 a metal stra N i ALL TO WALL STRAPPING 8� A & B this w/ 7 8d nails in .- ) TOP PLATE STRAPPING TO RAFTER (2)ROWS ON EACH SIDE OF each end TYP. Horizontally attached SEE SEPARATE DETAILS THIS PAGE VERTICAL SEGMENT ON page plywood sheathing WIND W HDR ' THE PORTAL FRAME shall have Solid Blocking all Plywood Joints (2)2 X STUDS yw N 5/8"0 THREADED ROD @HDU5; OR See plan for . . . . ; �- 7/8"0 THREADED ROD @ HDU8; size OR use S°tied post fasten top plate 20 ga metal strap to header with two WOOD[JOISTS @ 16"OC TOP OF SUBFLOOROR I JOIST-5 rows of 16D sinker L 16"°C _ _ DETAIL A framin with 14-8d nails nails @ 3" o.c. TYP ' Minimum number of Jack TOP OF PLATE_ g 51Z@' Studs as per WFCM table 3.22F. 8d NAILS @ 3" 8d NAILS 6" see floor P___Tplans Full Height stud requirements for O.C.EDGE IN FIELD IN PLYWOOD M 16" min one story ice headers and window sills as per IN PLYWOOD HEIGHT „ 24 min. for use WFCM table 3.23.0 and 3.23.D "PLYWOOD SHEATHING EXTERIOR '` 1/2" thick wood 1 ' in the first of For edges es el hall be i LL FACE; 2"GYPSUM BOARD INTERIOR continuous two story structures blocked and occur V i Holdowns in accordance with structural panel � WFCM manual. Provide at all SOLID BLOCKING 2x4 STUDS @ 16"°.�. within 24 of mid- a 20 GA STRAP sheathing. Q) j Building comers, between garage ' I @ PLYWOOD JOINTS i TRIPLE STUD MINIMUM W/7 8d NAILS height. one row of door openings andas per IN EACH END Typ. Sheathing to foundation plan. i framing nailing is {lf) _ Nailing as per schedule. RIM JOIST I required. If 2x4 Simpson HDU5 blocking is used, 00 i SIMPSON HDU HOLDOWN TOP OF FOUNDATION (SHEATHING- each Side Of the 2x4's must be FRONT SIDE) Sill Strapping See details on garage opening nailed together i this page. TYP FOUNDATIQN!51l L CONST. See details this Typ• Anchor Bolt with 3-16d sinkers •..-. TYPICAL WALL TO "WALL SHEATHING FOR EXTERIOR DETAIL B Page a) a FOUNDATION STRAPPING SHEARWALLS SHALL BE CONTINUOUS SEE DETAILS THIS PAGE FROM BOTTOM PLATE TO THE UPPER BACK SIDE 10 TOP PLATE,WITH ALL PANEL EDGES END PORTAL CENTER PORTAL END PORTAL � OVER FRAMING.BLOCKING SHALL BE TYPICAL ELEVATION PROVIDED BETWEEN BAYS AT ALL WALL PANEL DETAILS BETWEEN .� TYPICAL CORNER WALL DETAIL PLYWOOD SEAMS ADANCE WITH 5 ' WALL TO HEADER STRAPPING SHALL BE IN ACCORDANCE WITH GARAGE DOOR OPENINGS AND AT EACH CORNERS N.T.S. 2 N.T.S. WFCM MANUAL DWG-1 NOTES& DETAILS SHEETS 3 OF THE GARAGE. NTS WLO 3 CEILING OR FLOOR JOIST DIRECTION i HDU5 HOLDOWNS i ENDWALL—• '' a ALTERNATE — W/ 5/8"ANCHOR BOLTS Z o z LOCATION 1-1/4" galy. x 20 gage W �� OF HOLDOWN 2"x4"CONTINUOUS �ENDWALL coil strap with (5) 8d common 0 a-o _-- _ E.0 LATERAL BRACE AT Uox. A _ W Q J 4 Ft Perimeter 2-16D NAILS @ 6"o 0 4 TRUSS OR CEILING JOIST nails in each end at each rafter. (GROUND CONTACT CO " _-,./° o o A Floor and Ceiling JOISTS ` Q o E � ( ) AT SHEARWALL SEGMENT 3-CORNER STUDS d m w 2 o 2 4 o.c. Zone Panel Field — --- X'¢ 8d COMMON NAILS 6"oc IN FIELD CONNECTED TO w E L� �'v °o GABLE END > 8d COMMON NAILS 3"oc ON EDGES Nail spacing Nailing-See Nailing TRANSFER SHEAR o� ctl m 0 o 5 m i 2-10d NAILS PROVIDE@STRUCTURAL RIDGES; TYP CONC.FIND.WALL--- _ b TYPICAL BOTH DIRECTIONS LOAD c Z n ° U BLOCKING I Each Rafter on Each side ¢ Schedule Dw -1 TYPICAL TYPICAL CORNER z v SEE SHEAR WALL DETAIL THIS PAGE g = ' .n 10-gd NAI AT ICL g o TYPICAL HOLDOWN PLAN � °.� ° a A of Ridge to have a CONSTRUCTION � SEE DETAIL ABOVE W - - `o N Y 2 BA8.YS IN Simpson LSU Skewable hanger > DETAIL (')a GARAGE N.T.S. = a N x > aY° o TYP.ANCHOR BOLT LOCATION ° w o c v 3 8 m BLOCKING at 48" on center ALTERNATE r w s N o ° t'N.Q ° c 3 5d COOLER NAILS AT 10"o - -- OF HOEDOWN DOOR CORNERS o ° c ,�� N y 2"x4"BLOCK NAILED TO EACH , SECTION A- A BRACE WITH 4-10d NAILS � -" � o _ a, c m 0 0 GYPSUM BOARD f CORNER STUD o c« 5 o vi I CONNECTED TO Look Out Blocks D o 2 ` u ` / END WALL BLOCKING DETAIL TRANSFER SHEAR Less than Gable End Wall HDU5 HOLDOWNS L o.N a L_ g o a 5d COOLER NAILS AT 7"o.c. ! A ' " 1 2016d COMMON NAILS W/ 5/Sr"ANCHOR BOLTS B P - '� B t �; L) .0 FOR FLOOR AND CEILING BRACING or Equal z= Q �, �, 0 o 20 GAGE STRAP N.T.S. ° 0 2X STUDS C 16"D.C. r @ 6"oc VERTICAL „ m c c E m m o o $:r- I 112"MAX 1012 HS0 C' � mEaGoL 10-8d NAILS WFCM 2001 3.3.5 ROOF DIAPHRAGh1 BRACING MIN(3)2x CORNER STUDS i a k END WALL STUDS �� WFCM 2001 3.5.5 FLOOR DIAPHRAGM BRACING SHEAR WALL SEGMENT FOR 3 SECOND GUST WIND SPEEDS GREATER THAN 100 MPH, MIN 4'-0" X 8'-0"APPLIED TYPICAL HOLDOWN RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL VERTICALLY AT ALL CORNERS SEE FOUNDATION PLAN NTS CEILING BRACE-(@,END WALL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS FOR MODEL NO. " IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT r NTS A MAXIMUM OF 4 FEET ON CENTER,NAILING REQUIREMENTS RAFTER TO RIDGE STRAP TYPICAL HOLDOWN PLAN v PER NAILING SCHEDULE. PLAN-AT CORNER HOLDOWN &SHEARWALL Z Z 0 tJ 6 DETAIL BETWEEN GARAGE J WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE ( SIMILAR @ 1ST AND 2ND FLOOR 8 9 DOOR OPENINGS (L THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED, N.T.S. O Q i TYP,EXTERIOR WALL CONSTRUCTION.REMOVE ''_J W SIDING AT LEDGER �+ PRIOR TO INSTALLATION OMPOSITE RAILING YSTEM.VINYL RAILING SIMPSON H2A = ALL THRESHOLD CAREFULLY U TOP AND BOTTOM RAIL 4"OR 6" at each Rafter. With 1 AND COLUMN COVER AND c• SIMPSON ABU66 BRACKET FLASHED&CAULKED TO COLUMN CAP.MEET RCNYS TREATED FOR PT POST „ _ CUT r I FOR CODE � POST (5) 8d x 1-1l2 nails in Rafter LENGTH PREVENT COMPOSITE OR - 2-1/2"GALVINIZED (2) 8d X 1-1/2" nails in plate 12" Min ='C ' WATER INTRUSION WOOD DECKIPRESSURE REATED I I GRADE CARRIAGE BOLTS (5) 8d x 1-1/2" nails in Stud 6X 6 TREATED POSTS I N CONTINUOUS FLASHING EXTENDED LAG BOLTED TO JOIST CONNECTOR SIMPSON POST— II 1 N x O LONG STEEL 00 PAST JOIST HANGER — AS PER MANUFACTURES &ANCHOR BOLT ANCHOR BOLT SPECIFICATIONS. �I Z I O 1/2"DIA.GALV BOLTS W/ �! ;- CLIA o I� GALV.DECK HANGER LOCK WASHERS. SIMPSON LUS26 @ 2X6 O j SIDECOVER " 24"CONCRETE PIER @ 1-1/4" x 20 Ga a Metal Coil S W j� SIMPSON LUS28 @ 2X8 2x RIM JOIST 2"MINIMUM <,. ��;- M FRONT PORCH Strap with (5)-8d common nails cn O _Z SIMPSON LUS28 @ 2X10 ,\.�rd_r 12"CONCR PIER Use 1-1/4" Metal SIMPSON H2.5 AT REAR WOOD STOOPS i @ in each end. catch ack studs o z EACH JOIST and window or door Header. Coil Strap 20 Gage with �" Q THAN JOST LEDGER;D NO GREATER TER Typical each side and ALL 12" Min (5) 8d common nails `r' W s SIMPSON BC DECK POST TO CONC. PIER CONNECTOR windows and doors. in EACH END at -' THAN THE DEPTH OF BAND JOIST ATTACH TO BAND JOIST WITH POST GIRDER P.T. POST TO CONC. PIER & FOOTING EACH Stuid. a A 112"DIA.LAG SCREWS AT 16"OC CONNECTOR SIMPSON ABU Installed in accordance Q W v tip of lag screw shall fully extend beyond with Simpson Specifications CONNECTION alb COVERED PORCH NTS RAFTER-TO-STUD CONNECTOR& the inside face of the band joist. MAXIMUM OVERHANG P P TREATED SILL PLATE(S) SHALL BE JOIST SPAN/4 SIMPSON ABU Installed in accordance JACK STUDS TO HEADER TIE with Simpson Specifications NTS WALL TO WALL STRAP •� O LEDGER BOARD ATTACHMENT TO BAND JOIST ,� 1 DECK AND RAILING DETAIL 2 3 4 NOTE; 8241 COMMON NAILS ARE 1 NTS Holdowns are required at each end of a perforated 3-Corner studs ` 1-1/4" x 20 gage G-185 shear wall. When full height connected to 3-2X Hot Dipped Galvanized Strap J shearwall segments meet at transfer shear �e 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 with (5)-8d common nails E--� 3-Corner studs Framingmembers I A-+ ca r- a corner. A single holdown load 6" • Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap at each stud, wrap under sill ^" connected to shall be permitted to be with 5 -8d common nails ( } U transfer shear e O with 5 -8d common nails and nail to back of each sill. �; used to resist overturning 2-16d Nails '``TYP. HDU HOLDOWN at each stud, wrap ander sill at each stud, wrap under sill Strap may be attached OVER load 8 - Nall to back of each stud forces in both directions cz 6" o.c. w/20-SDS 1/4" x 2-1/2" Screws and nail to back of each sill. I� and nail to back of each sill. the plywood OR directly to CZ 2-16d Nails 6" when the walls are fastened Strap may be attached OVER Strap may be attached OVER Studs. ,�_ aU j as-per detail this page. the plywood OR directly to the plywood OR directly to BLOCK SOLID pC o @ 6 o.c. Simpson 7/8" threaded rod Studs. °« TYP. HDU5 ..__,".,.coupler-nut and SSTB anchor -;I_=- �, � Studs. � BETWEEN JOISTS � -.- �o ;� HOLDOWN bolt thru-box and inbed -1111 into concrete foundation. Preservative-treated and framing FOUNDATION-SILL-STUD Wrap Under 5/8" Simpson barrier required for c At Each O SSTB connectors in contact Preservative-treated STRAPPIING Floor Joist --` Anchor Bolt barrier required for Applies to Garage Wall and • Wrap strap under 1211 with treated wood q Slab on Grade Construction �!;i";,; per manuf. Specs connectors in contact „I sill and Nail to SIMPSON H10S and NYS Code with treated wood back of Sill' r� V CANTILIVERED ( 4 NOTE;ALL STRAPPINtG SHALL BEAR FAIN.12"ON STUD OR JOISTS TYPICAL SIMPSON HDU5 CORNER HOLDOWN RAFTER FACE TYPICAIL ON CONCRETE AND BETWEEN GARAGE OPENINGS SIMPSON HDU8 CORNER HOLDOWN FOUNDATION-SILL-STUD \� F' •-c:ri'� STRAPPING IN CONT&CTWITH CONCRETE OR MASONRY STRAPPING @ BOX FRAMING FLOOR FRAMING STRAPPING %,`� %Is�`� yOQ NTS 'i 7 NTS � 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 (� OR MANUFACTURED FFROM G185 OR Z450 GALVANIZED STEEL. 1 9 2O AT CANTILEVER FLOOR JOIST ��`�� n�N�`� TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION CONCRETE FOUNDATION Class A Asphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, CONTINUOUS RIDGE VENT fasteners as per WFCM 2001 for Glued and Nailed in �-- 6"DIAMETER �----j �AI�PPRO�F11�11G one and two family dwellings. accordance with the fastener schedule. I �. 4 I RIDGE BOARD Ice & Water barrier as per NYS code Floor joists and Bridging as per Code. }�� Damp-proof wall from top of footing section R905. RFftFCT1W "FLECTIVEYFMITE to the finished grade, using a (Note: Double underlayment is required TYPICAL FOUNDATION CONSTRUCTION bituminous coating, 3 Pounds per for Roof slopes between 2 on 12 and 4 on 12) 8" 3000 psi Air Entrained cast-in-place concrete Sgaure Yard of Acrylic Modified Cement, 12 Framing As per plans with 1/2" exterior wall on 16" x 8" cast-in-place Concrete Wall Footing. or any other Code approved Material. 10 grade, span rated structural plywood Sheathing, Exterior- Damproofing. 2- 2x6 approved , Nail to framing in accordance with RCNYS, WFCM treated Sill Plates, Sill Seal And Termite Shield. i and Fastener Schedule & Strapping detail sheet(s). Anchor bolts per Foundation Plan and WFCM 2001 Mechanical Systems Uplift Strapping per WFCM 2001 manual , t!; t 2x4 CT @ 16" cc TYPICAL SOFFIT CONSTRUCTION. and drawings. i The`-' installed nc Mechanical System a with Chapters 12" overhangs-typical "--.3 ��" p ATTIC 6" Wood fascia & 6" Wood rake boards. INSULATION SCHEDULE The construction typo 1 STROKE 12-24 of the Residential Code of New York Trim in aluminum or use "azek" or equal Location R-value Thickness designation shs„be to -IV"or-V- metal drip edge, solid trim Flat Cig R-38 12" Classification° °"S"°`"°" of the " structu SOU rider BCNYS DESIGNATION FOR STRUCTURAL -- - - Fully Vented Vinyl Soffits Flat Cig R-38c 10-1/4" COMPONENTS THAT ARE OF Vaulted Cig R-19 6-1/4" TRUSS TYPE CONSTRUCTION TYPICAL EXTERIOR WALL Floor(unheated space) R-30c 8-1/4" F Unfinished 1• • 61RDER6 i1N°.EAIFS ® ® ® 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" cc. Floor(outside air) R-30c 8-1/411 NR" '—FFR IP".. (,) Unfinished Attic = t`e�` Double top Plate and Single Sole Plate. Exterior 2x6 walls R-19 6-1/4" Oi dia 'FR' .R..'..FFRAM.. 1 Storage Only WALK-IN 1/2" exterior Grade - Span Rated Exterior 2x4 walls R-13 3-1/2" sr"``°A`'`6A''"0D`5 co j CLOSET Continuous Structural plywood Sheathing. All Glazingo - U = .31 {; Bearing Fastened per Fastener schedule drawing. Doors-less than 50% glazing U .40 .....,, 12 Knee ! R-15 Batt tyvec House Wrap or equal. Door-more than 50% glazing U = .31 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4Cn Insulation NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD OUTSIDE BASEMENT ENTRANCE 3 I Wal! Vinyl or Wood Siding as per clients selection i installed per manuf specs and RCNYS. INTERIOR WALL FINISH Applicant shat)provide engineered wood placard 8" concrete wall ON 16" x 8'" Ftg � `- inn nnnnnr ,nnnn() nnnnnnnnn ,nnnn nnnn nn nnr nnnnnnnnnnn nnc,r'; _ uplift Strapping installed in accordance with Provide 112" Gypsum Wall Board on ceilings on or adjacent to electrical meter box for field inspection. with 4" concrete landing, 4" drain -- - ` Isseass WFCM 2001 manual and drawings. and walls except basement walls & clgs and unless p drywell, non-slip Residential structures with Truss type construction, to 4'-Dia. x 4'-Deep �/� \Simpson Pre-Engineered Wood Construction And/or Timber Constructioneancrete stairs to grade H2A Provide Bridging noted. Min 112 Moisture Resistant Wall Board on for new dwelling and for any addition,alteration "" Ceiling and all walls in Bathrooms humid areas a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 with hand rail per RR314 34"-38" at 8'-0" on center .; g „ ( g ) shall be affixed on or adjacent to any electric box attached to the exterior above nosing. 36" high guard rail Minimum. ® ® and 518 cement board on walls and ceilings wet areas. of the structure for field inspection LVL GIRDER Provide 5/8' Fire Rated gypsum wall Board on walls on top of concrete wall. ` UTILITY and ceiling located as per code, manufacturersCD GARAGE ROOM requirements and drawings. M .....� 611-11/211 20'-10'/2' '-0" L T' '-0" 28'-11" .�. Typ Garage slab 1_O„ 10p —- - — Pitch to garage doors - TYP WOOD STOOP FTG nr;nnr, r,nnnnnnnn.r nnnr; nn n n n SEE DET 13 ON DWG-2 41 J o {, 2x6 deck foist @ 16 cc 2x6 deck foist @ 16 cc 2-2x6 treated girder 2-2x6 treated girder l I Deck ^. _ _ E o p BASEMENT '---__ Nailer----------_ C 0 ,- o Typ. Deck 1 +� a� o Q °<t SECTION B °a _ 2+_0,+ X 1+_4++ -� I 1 ; ; .c' ` . .— tfi SCALE: 1/4" = 1'-0" 64 f -------------------------------------------------------------- ' ao--------------------------------------------------N�!I�i'--- ---- --- ;�� o �m c in Cr SEEDWG-1& 2 FOR 41t concrete slab - ------ ---------------------------------------------------'� '--------------------------------- ----------------�-------------------------- ---- ; L o c .Q -- - - STRAPPING DETAILS U ' �' s o U o y' iii ci ° ' ta � � � c ° 3 cS a� :c c AND NAILING SCHEDS. ' = ° •-' `� -- Maintain required separation ° `r° co c 0 � :E Cn Ice and Water Shield consisting of distance from all heating producing _ r� _ �. o -----• equipment \ c~r) to o o ; ; CL 0 M o Cr g e ui ment to combustable material � �- 2-layers of underlayment cemented - F- o i- -� 4'-0" ; 12 N as per manufacturers specifications w O _ Lt. together or of a self-adhering '� M CD � 8R I..- polymer modified bitumen sheet, 10 o and the N.Y.S. State Code. O TYPICAL FOOTING/COL O i N N- 1 , shall extend from the eave's edge _ bo o J 24" x 24" x 12" Thick, :o ' N � ;- g o poured Concrete to a point at least 24 inches inside o o -� ' urnace UNFIN. BASEMENT o U_ o o O ,�r FD cfl (p ; '""-; 4"CONCRETE SLAB INSTALLED � O footing & 4 - � � , �<? � c ❑ ; ;the EXTERIOR wall line of the Building. ; IN ACCORDANCE WITH RCNYS L x Diameter steel column. L'- N ;M ATTI C .___-_. SECTION R506 r N ( 1 1 1 1 1 / ----------•------•------- ...... 1 1 7'-03/11 7'-03/4' 9'-0" 71-8'/2' 8'-0'/2' N 8'-11 V211 ' 1 / -- / 1 L�r� i� ;-- --, -- --.(3) 1-314"x 9-1/2" LV -- --,1 .1-------- ---_---- N 2x6 Rafters 16" cc t + 1 ..------- ------- - -- ---- - - - ---- -- 4------------------- ---------------------- 1 1 2x4 Ceiling N ----- -- _ _-- ,. L � � I , � t 1 t � � , 1 1 BEAM Joists 16" cc ; POCKET (TYP.) ( ( L 81-11'/s" 111-31/211 / 1 co i Bedroom #2 Bedroom #3 1 1 1 - Handrail - - 2x4 Frame Around the ° ; 3 12 =N 34"-38" Staircase From Floor a ; _ UNEXCAVATED M 1 1 O G-'' T- o Above t I I to underside of Joists. \ TYPICAL GARAGE SLAB o x; Nosing I \ ( Treated shoe and gyp. bd o N 4" poured concrete stab cc N �, Walls. Minimum. R-13 X F— with 6x6 10/10 WWM W W - - - - o, i . __. �t N � on acted � rn IVIN, r� I o in all walls and R-19 on p ; ; p Q Provide Bridging ° + ° a' I underside of staircase. -' granular fill. Pitch slab " t a g g x f cc ' p of X , ` LU U at 8-0 on center N Cn o up ° o Attach railings per code. ; '/"/ft to garage doors. t° �t cn Vinyl S�offt on ; O to o � �) I ; Furringi strips { LVL BEAM Minimum. Z�/� 1 1 "� �y,r LL 1 I N `�'t 1 1 1 N ; ; \YJ �, 1 1 co O r t1 1 1 LIVING FAMILY N Cfl ------- ---------------•-------- -------- - ------------------------•---------------- ROOM ROOMco --'-- e 1 ._ 1 { ' ' 1 1 drop top of concrete I •L- ---------------------------_ --------- -------�'---•-'�------ -% •------ ----------------------------- ---• ' 1 1 I T Deck ; as require or garage .... N Yp• U 1 doors 0) Nailer ------------------------------ Y O I ` + _ 1 O W SIMPSON HOLDOWNS; r— W � S'— ;nr,nnnnn nn nr;,r rnnnr ) nnnnnnn�n ()()()()nnnn ()()()()nnnn ()nnnn n I nnnnnnn. nnnn nnnnr PROVIDE HDU8 @ 2 STORY WALLS ( `cv OR HDU5 @ ONE STORY WALLS (0 1­- PROVIDE N 2 - 2x8 P.T. GIRDER ' ,t l <r PROVIDE AT ALL CORNERS& I N U) t- ; ; + ; ; BETWEEN GARAGE DOOR _ _____ 0 1 1 1 t 1 ,aa,_._. ... ...;.. , . .n OPENINGS.REFER TO WFCM& I I I I I I do ; ; ; ; �- p� p� DWG 1-3 FOR REFERENCE. i LIQ �- +—_" -_ - -�f- - -- - — -- - - -tl— _ _ _F� _I - - --_ - _ 1 // F1� L�0/� T / ' ' W c °. BASEMENT �4, ---- ---- ---- ---- --- :----- ------------------------------------------ ---- q' a� c� 1, -v rn°o 00 ° TYPICAL ' -------------------------------------------------------------------11 N _ - N w> i 1 Po HDU5 �" - Footing to 4" concrete slab 14 -7/2 9 -11 15 -0 21'_711 PROVIDE HO 8 @ 2-S; �'+ t0 Bottom of ` �, j 11 11 ++ HOEDOWN PSIMPSONROVIDE HDU8 @ 2-STORY WALLS O M _ - be 36" below °' °' '3S� OR HDU5 @ ONE STORY WALLS Grade Minimum611-11/211 •' � � o PROVIDE AT ALL CORNERS& U /y � r BETWEEN GARAGE DOOR 1 OPENINGS.REFER TO WFCM' DWG 1-3 F i 'rEP�EfIE� TYPICAL FOUNDATION TYPICAL ANCHOR BOLT r:ar- �€? In accordance with chapter 4 4 :• . hij'�, j TYPICAL COVERED P OTIN ' Maximum Spacing: 5/8" @ 36" on center -c, SECTION - A SEE DWG-1& 2 FOR It of New York State Code. FOUNDATION PLAN �' '� �' STRAPPING DETAILS 24 x 24 Poured Pier Footing minimum 8" poured concrete wall embedment of 7 with 3 x 3 square washer. ;;_ jc SCALE: 1/4" - 1'-0" AND NAILING SCHEDS. 36 below grade. 4 Treated post on 16" x 8" Concrete wall ++ - II Hold 12 off corners and hold 4 to 12 off SCALE: 1 /4 - 1 -0 -See detail 13 on drawing-2 for each end of each sill plate. ' strapping and uplift connections. footing, Exterior Damproofing As per WFCM Tables 3.2A,B&C -`'"A )t 2-2 x 6 treated sill plates, Sill seal, Termite Shield. 4" VTR JL ROOF 2" 311 3" 1 1/2" 1 1/2" 1 1/2" 11/2" 1 1/2' 1 1/2" 1 1/2" 1 1/2" 1 1/2' Pre-Fab/Factory Built Fireplaces 21, 21, 2112,1 In accordance with NYS code cah�,pter 10,factory-built fireplace inserts shall 2 ND FL. be UL listed and labeled and shall be 311 installed in accordance with the condit2" 3" 311 211 211 fireplaces hI bens of the tested Factory-Built es ed n accordance with UL 127. Hearths shall be installed in 311 accordance with the listing of the 311 Fireplace & in accordance with NYS code 2t1 211 section R1003.9 Hearths & Hearth extension. 0 All Firepaces shall be equipped with an C exterior air supply. Exterior air ducts shall be UL listed. Factory Built Chimneys 311 shall be in accordance with NYS code chapter 18 (chimneys&vents). •— � 1 1/2" 311 1 1/2" 1 1/2" 2" En ..— DW WASHER 211 L. 211 61'-1'/2' I 1 ST FL. 20'-101/2" 2'-0" 714" 2'-0" 28'-11" L-- 3 �� l " j J " >- 4" FAI 10'-51/," 10'-51/," 3" CO 311 4 M CO CO � ----­---------------- Typ.Wood Deck tiLO Wood deck wit /p♦ PLUMBING RISER DIAGRAM, 4" C.I.H.T. (cesedrisps to risers) _ -_ --_ �!!J wq- (closed risers) � (D j CONNECT TO A NEW 3-2X4 q M N - i NOT TO SCALE SUFFOLK COUNTY DEPT. JACK STUDS Framer to verify centerline of window over sink with kitchen layout plan OF HEALTH APPROVED /, 6 s provided by Owner or builder. SANITARY SYSTEM 3052 3052 3052 Q 20210 3-1/2" x 11-7/8" LVL Flush ?v 30210-2 - — - — - — - — - — - — - 2'-6" 2-2x12 1 32'-4" 1 ;16'-1" 6'- ' c tT -C3 0 x 9- 2 o i i 5�/2 /2, X31/2„ v o n 1 t 1 v cit ' N a y Vent Clothes Dryer C) U . c U o c0 C j o 8. ROOMPOWDCD ROOMCode Section M1501 0 , – e c 2X LEDGER ONE SIZE LARGER I KITCHEN ROOM _ in accordance with co O O N m � o .Q U") THAN RAFTER W/1/2"LAG SCREWS 0 o I I I Chapter 15-Clothes = Q- U :� O PER STUD @ A6"oc / „ cn dryers Exhaust v »-• O o SIMPSON LSSU SLOPED = FAMILY "', N BRKFST I I 2-4 i .Z ,0 – � c ._ rn3 JOIST HANGER @EACH RAFTER o n in ROOM o NOOK N 1 = 4 0 0 r o LJ ` 't3 O C V '°_' ao N 'a ... C to TYPICAL 6 0 � � w w I 2 _ _ tis •C rn Oto ' .O C Q Ln � r 0 0 t N co V C E O m UL LISTED GAS I LL ' o' � ' _I M Ito E— 0 � v CCU O 0' PRE-FAB FIREPLACE, O I I u) GLASS DOORS& ' I N s TYP.ROOF CONST. HEARTH EXTENSION N sG AS PER NYS CODE. ( { SIMPSON H2.5 VENT TO EXTERIOR / 1 2'-8" M { EA.RAFTER TO In , HEADER = N Z POST \ , N I FLUSH SIMPSON BCS BASE I LVL `r' 8'-0" 1 @EACH PORCH POST -2X10 _ _ _2 ATTACH TO DOUBLE JOIST N 9'-4 „ S ) 1-3/4x11-114"LVL POST (3) 1-3/4 x114 LVL 1 N 2 " (i� 3 " 11'-8" 5.5" POST I s<' CO _ GARAGE " ------- Provide LVL 1 _ •---------- -- - 'N `' Provide 5/8" Fire Rated Gypsum N ' iV 3/4 HOUR kIRE RATED r LO c; __ _ 2__2_x1_0 _ wallboard on walls and ceiling of DOOR AS EMBLY WITH M garage as per code section R309. SELF-CLOSING,W/S a in •� FLUSH t– , j TYP.DECK -1 CO I I Were garage abuts dwelling-use INSULATE¢DOOR c, co SEE PLAN FOR SIZE T 0 5/8" Fire Rated wallboard on garage ' X N i o I I tr side and 1/2" Fire Rated wallboard on cv o 0 iv LIVING , O I I DINING y opposite side in accordance En co Co SIMPSON BCS POST Z r 1 _ , with code section R309.2.1 & R702.3. 1 O j BASE@ EACH POST ROOM o 1 Q A l l ROOM o Insulate walls common with o partial OPEN `�I I X heated areas. Horizontal Fire Rated o SIMPSON H2.5 @ o railseparations per R309.2.2 i w W s' EACH JOIST TO GIRDER � TO e I l POST o �N ►– N o UP 15R ABOVE LVL (3) 1-314"x 18"LVL •-----------�,, ---- � = co Z SIMPSON BCS POST o CAP@ EACH GIRDER TO JOIST cx 1 ----------------- t-•---------------------- I -------- -- POST N a ,,, „ _ , ,, --------- ---- •---------------------- -------- -- -- LVL �' w 4"P.T.POST 141.4 9-4 2-0 0 12-8/2 21 -0 1 , w J U) iM .- ---------- ---- -- — — J SIMPSON ABU STAND OFF 31/2" (2) 1-3/4"x 9-11/2" LVL 1Kam 3 31/2" (2) 1-3/4"x 9-1/2"LVL 31/=" o� C'u v POST BASE WITH 1/2"ANCHOR BOLT i' INTO DECK PIER-REFER TO c 1 Q 11 co _ ch .— 2-2X10 N „ FOUNDATION PLAN FOR SIZE -N , N 1 ' 0 C14CID 0 z O O w p ' 1 1 O 00 oD t M ( i !'7 Irl l 1 � ti 6"Vinyl ,�– Struct ---- ----- -- — Y- -= -------------- -- N I }I r� �-- Uj colonial TYPICAL PORCH STRAPPING ON WOOD FRAME DECK posts ___-_ _-__--_-- +_ o, 2-2x10 I 1 2-2x10 C\1U 3052 3052 � W CJ DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO NTS ']'_2+/„ 7'-51/„ � PROVIDE HDUB(c�2-STORY WALLS � � 7-6 7'-6 6-0 9-7 6-0 r� ��/ � � > M PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. OR VIDEDU5 A ONE STORY WALLS Lam. ( (1 1 1 � ' 1 PROVIDE AT ALL CORNERS& Y"• � � � 14'-71/2" 9-11 15-0 21 -7 BETWEEN GARAGE DOOR Uj -0 ()O OPENINGS.REFER TO WFCM& _0C N DWG 1-3 FOR REFERENCE. _ r-- 61'-11/2" 1 LLQ C 1 WINDOWS, EXTERIOR FRENCH & SLIDING DRS 1 ST FLOOR PLAN Plans indicates ANDERSEN series 400 SCALE: 1 /4" = 1 '-O" .� Model Numbers and shall be installed as per manufacturers specification for 110 MPH wind 9-1 PLATE HEIGHT Zone. Provide HP LOW-E4 glass; U = .31 AREA SCHEDULE Substitutions made upon meeting NYS Code. Smoke Detector /0 NAME AREA ,I ` See page one, general notes for additional Carbon Monoxide Detector = co I 1 st FLoor Area 1457 sq ft. code requirements. O Refer to DWG-1 Genera Notes ,�� • r s� do p2` Garage Area 514 sq ft. 1�0 In Compliance with RCNYS R313 OF N �L41Sii'Yi.1 asoosiMiin■■s■■ ■innosontos000soi■ ■Winn■oniiii Millions posit mass samong sttittiinsi■Bassoons sniiossi iafai JJJJJJlllj y -------- 777 ------- - ' ----------+ ------ ----------------• --- ------------------------------- ------ -------- I yi 1 1 11 ti � � i t 11' y I 1 1 1 1 1 1 1 1 1 1 y l 1 1 1 1 1 1 1 1 1 1 y l 1 1 1 1 1 1 1 1 1 1 y l 1 1 I I 1 1 I I 1 / y 1 1 1 dashed line in i;cates 1 1 1 1 o ; ; ; ; p U ; ; second floor vY Its y t _ O 1 1 cD _ y l Cfl = U U i i below i o II 11 � 1 1 E,. Cn @ 1 1 1 , Cu CM / / 1 11 1 ; co 00 1 1 , ; x U U x 00 1111 " _ _ 1 N N i ; i i N N ; •---------- ---------------• ; 2x12 Ridqe 1 1 ; 1 ; A ' -----------��__--_.��-©-. .-��--------- ------- ---------- M ; 1 -I- ; s 1 11 I U) /1 111 2x12Ridge 1 -- ----------------------------------- ------------------------+ " ` U_91 o p -• 1 1 1 1 1 w l 1 U_ " I , /oc � pOCnOU — iT p co 2 x 8 Rafters2 x S R er, 16" oc rn v, N ' Cr.L !.. 1 1 L 1 els " co T P' 2x6 Clg Jsts 1 fi"q 2x6 Clg Js @,t16"oc 0° ; ; BRG ; 2x4 C.T. @ oc 1 ' - -- - .- - -� KNEE 2x4 C.T. 16" oc; ; � v t.i f -a WALL ® " � - - ' U U c0 X (011- CD � N N - ----------- C111 ------ - -- 1 q .,�■1e< N n, N ; �� i :/�I tray ' �- ------- '-• X - - - -- �� 1 ' LL ' /•-- -------- --- 1 N 1 n 1 ; o clg �1; , , .1� 1t �— BRG i .rte ii n q 1 1 11 KNEE I ;,2 x 6 Rafters 16" oc �\ t M I II WALL t , 2x6 Clg Jsts @ 16 oc 111 -� 2x6 CJ 16" oc I IN 2x4 C.T. �/(j�J 16" oc ;,1 .•rrrrrrrrrr a s s e s sin s a r a n ; t j�s li , ,"l (hall," t I.I �u n 1 /"' I ` �9 _� •- _ -I" 1 I " _ _ ___ �rrrrr saiissae ` , � gaa�e+i- --- ------ -so Ili- --- ----___--� r_ a1 1a q10 1 to � � 4 blalLt���� ��s saeR �r'er �•+r.e•. SET RAFTERS ON 2X4 PLATESE fD U c IM N X N +°— c N v O a o � v ( C C UomaM .6 6'-3'/" 9'-611 10'-9" 28'-5" 6'-2" � �' C C a .Q oZp •— mac -� �F, L ROOF PLAN / ROOF FRAMING PLAN � Cn a -"Z-6o 3046-2 2442 3046-2 Q 28310-2 � o � �o .� o SCALE. /��o _ i_On r — — — _ — _ — — -- — — — — — — -- — — — — — — — — — — _ — — _ — _ — - — — — — — — — — — — — — — — — — — -- — — �'' '-temp.saftey grass 4 a) - cu m 'caca �76 cE0M 1 2-2x10 fa 2-2x8 2-2x10 2-2x10I H c. c cO D `- a I 12'-1%" 7'-8" = 14'-4/2' 2'-0" 10'-8'/" 0 51/11 I.f) 31/11 -� 3,/211 3,/11 IN - I J = WALK-IN o MASTER IC o CLOSET -1 BATH IN C Bedroom #4 I I Bedroom #3 F21-OW" 8'Clg Ht I 8' Clg Ht co T-6110 2'-611 I 2'-6" r- - - - - - - - - - - - - - - - - - - ° - — 2'_4" - ------- - 5'-011 ; 1 �'XU)I o N fan I - HALL 1 O I 1 4'-0'/" N^, ® I I 7_011 N 8 Clg Ht 00 1 O 1 I'u I 1 I co cV I1 ; 1 ws/insul 00 I N Z-61 Ridge Bm ; 1 ( O -2,,:l C FL U3 = I w 1 � o CN 1 cig 1 t� cn \ I N O 1 I ----- ---- .. ' z j splay � ( l CO o Q l 8'Clg Ht m #2 3-6 I �) I Unfinished Attic ,� M = N o 11 RAILING ' 1 ; ' ; I g y =N o I `° _j N w Storage Only (C191 a w v splay — o N ( ¢ W Cn i bearing I bearing#1 ( Knee/ G Knee E 1 11'-0"clg ht t I Wall I t I Wall 0 0 0—pen to °c' o I 1 I I I ' I co below ° I MI.II I a ' ; 1 I 04 � I 1 I +� r -0-0 " 15'12'-0'/" I I( I ? I .c �t~— " C1 i,) CU3'/s"2-2x1fl 3'/, 3'/s" 3'/" t 1 plate on I •", i� ( 1 I CN s )-. I 1 , .s.JM! — — — — — — — — — — — — — --ell CL 2-2x10 1 I ubflr I I a z 31046-2 I LO I I 1 I W ti^ r 1 , U — P6— — — —, --- — — — — 2-2x8 ; I 12-2x8 , i I > M I 761 I plate on I I Q) M 00 1 _ _ _ _ _ I - — — — 3046-2 — -subflr I I O 3046-2 — �— co 0 1 4'-41/21 4'-4'/2" 0 -0 t0 �— 1 I '� LO CD L — — — — — — — — — — — — — — -- — — — — — — — — — L— — — — — — — — — — — — — - 2ND FLOOR PLAN L - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - r = L - - - - - - - - - - - - - - - - SCALE: 1/4" 1'-0" f/c ow✓ n �, F� T-2'/." 7'-5'/" /2' 10'-11" 2'-0" 9'-0" 2'-0" " = NAMM /AREA 21 -3'/z Floor Area 1403sq ft. 61'-1%" 30, i I i 27. +yak Chimneys shall extend at least 2 feet higher Ridge Vent than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes Ridge Vent through the roof(R1001.6) x LI Ridge Vent I �i-- 1 , r . 12 10 12 I1 TL 10 1 . 12 12 - I L. I clgy_ri-?11r_ 12 10 LL T. ine N - To of Plate 1- 1 I1 L T T i - _ 1 Wood I Framed T. _L Chimney41 l-'TITY. Co 1 N o0 IITL r I iiIr v I - _I -T. .:1:.1 T - - -- T i 1 I `I I To of Subfloor 1 1 T T I - - AL - - e - - - - �j�-r� To of Plat ITS � -i '11 T1 [ , ISI Tl _1,ITI __.T� I I , _ �'1. T 1 T (� (U Ty T ; , I..�I I 1 ; 1 L L; I , r TI I t 11-I . f I. 0 I Y i 1_ ;T II I.I � ( d' T I i i I I I i T- j TIII 11 I [ i�. . T I � I I j.. I i 1 (� .. e' i _I 1�r rn L � a) I�; �. I 1 T �_i�.il I�i 1� .i [_ I L I i i I I LI l IL. )� L 1 _ T, r _I.Z _ L1 I rT a)T T i t I' LO L'T i y . I i N � - 1 ��1� T��I ;'i r� Tl i � � � � . I� l .1 � 1�`l 1 'C i I' r Ti C CIS I T' 1 r`[` i 1 I To of Subfloor t _ ill. I_ J .I iu r[ ..I i 1 i L il. l i i 7�YI' . I_ L� To of Foundation I i I I I T [ i 1 f i1 rT ( i i� UZ771 IT 1 i i r Porch Notes: ' ' ' FINISHED GRADE a' 1 I I I I I I I I Round Porch Collumns I I FINISHED GRADE 1 , c E - see Ian for size CD -a o I I I I I I I I „ p I 1 FRONT ELEVATION 1I ► I I I I LEFT ELEVATION I I � _ o IM 0 36 High railing t� Code oo I I 1 a -o 00 I I I I I I I I I S ace balusters htaximUm I „ _ �� ( ` J c �, o Space SCALE. 1/4" — 1 -0 I I I I SCALE. 1 /4 1 0 1 ' _ _ " Q I i 1 I I I I I I I — - � v cc •o I I I I I I I I �" apart � �� — � �� l I '- r- _ -' r o .� to v� (D '- - J I I I i I I I I � _ � I � � CLa) o - of Footing U ' - - - - - -- - — - - - - - - - -i- - - - - - - -- - — - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - ' C' - I' - - - -I L - — - - - -- - - - - - - - - - - - - - - - - --' - - - - - - - �� p vi o c 3 C - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - _ - - - - - - - - - - - - Z Z T —t_=J L —,J_... S M-- 4— (�',"' rte-+ � 'f O V IV- Q? C ) ? a) :c RS U G E o tU o ' i :3 J 'T-1'I 1 TYP EXTERIOR MATERIALS: Ridge Vent IT Ridge Vent T `.L 1 T ROOF: ARCHITECTURAL SHINGLES g SIDING: RED CEDAR PERFECTIONS I_ 111 TRIM; AZEK , I [LI I Wood Ridge Vent 1 _�. , Framed 12 1rIA 1 ITT i; ; , Chimney 10 Il �I T [i 1 T a I Ridge Vent I 1 1 I iII T1 L i I i -I I, L, ASPHALT SHINGLES 1 l � 1 ' IT i1r11T 12 : III �1 I I _ TIT .i_ I ` TIr - --!!-. - I 10 1 LII I :Tl 1 1 1 l i.' 1�1 I Gutters & Leaders r TI I TI I l j I 1 ' ~ qd Typical T�; i as Re Yp is �T_ T� _ i r Ii, � o CD Z Tr'T 17 L,. _ I I I_Trl [ I �-` I 1 '.I N < i € � i i _ 1I o I T 1 TTi I I T �Li- T ! { ITS I I I � `r' W , -I 1 - I I I T� 1I I T— j� r `�—' t" CL W {' i I I I 1i I:TI IT I ! L �I I�I: 1 >TI I W U ) oo Q r� �ii_ _++ 1� it 1T T_ T I I 1TI. 1. SIT Ili ?�T I I III_L_I I I I i L : 111 Il _I_. _ I�1 1.1 I ITi i L i i_;L 11:r7 TI- r�l : 1 i.irllLlkl I. j I. ;1,�. TTI 1r` � I �� TSI j. ISI I ' I L_, 1.1. L _, l _ . L i JT I T I _i 1 ;Ir1-rl i I i I. I I7 Li I I. I I: I I.'i I N 1 LI I T iT IT 1I 1 I r. 1� .I. ]. I . I. T I I I a I 1T' 1T TI L' ITT1 I I. 1 I Iii- I I. y I Iri__ TI 1' r T. . �11TIll.l r_i� I.1 I - .Lr i t ,T�ITIIII ' L I�LI cu L 1 I. I I-�; j i_I� I III�111I 1T1 7 I1 1 I i:1 _111 T i L11.. L . T i T - 7 i i. 1 I`I l_ L T iI iL T L MOU ® mum® TI �1 1,.i_4.i1 T .I lI LI j [ __ .� T T I 1 117 I T I ' " �"� N z r I?�I L. iT.. ,}. L L T I-r I, I I-L 1 I —3 Uj v ,� r- , r t 1 1 I l i 1 I 1 I rI`I L 1 ;. .1 I 1 .j ' J-T. [I..I. l 1., I cU to J i„[..1�� 1 ,l 11 -1 `� � , > M a ®an mo ®.® -LUi Ii. . i 11TI ? 1 I I 1 117 I c • i I'I t SII I. i I r r? oo JAM® M®� i _ - - - 11t I lT_� i �_ 1 _ iTi..j.rt i. ,�� p�� T I I7 I�IlI I_ T.I,I. ._ -I T III I 1 N 1 I. r ` -�j��I ��-i� i 1 j i_I.� ; :i 1 {,i� � ' 1-I I I. I I I I r I I LI. l -. I I Ii T. i II I _1 Tr� �11 I ®® M M - - _ - F LT �_.1-1 LITI :_1_ . 1`I_.1._I 1__f Q p M M < V .,. .. .e k ' 77-0� wI —K.w I". . i , . . FINISHED GRADE FINISHED GRADE -$ I I I I I I l i RIGHT ELEVATION I I I B J � J I I J Window well - Typ ; ; REAR ELEVATION connect to 4 drain I I I I +,� I ,, I1 /4" to drywell as per ; ; 1 /4" ,M 1 SCALE: = 1 '-0" 1 i 1 I SCALE: 1 /4" = V-0" I I I I I I site plan by others. _ -- C411 GF