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HomeMy WebLinkAbout39841-Z g�fF ll��, Town of Southold • 6/18/2016 tela$ � P.O.Box 1179 `t", 53095 Main Rd 4* 0.1- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38343 Date: 6/13/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1854 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-12-39.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 5/21/2015 pursuant to which Building Permit No. 39841 dated 6/4/2015 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 PORCH AND DECK, INCLUDING STAIRS WITH LANDING, AS APPLIED FOR The certificate is issued to Page,David&Shinn,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0036 05-27-2016 ELECTRICAL CERTIFICATE NO. 39841 06-02-2016 PLUMBERS CERTIFICATION DATED 05-20-2016 c David Page Autho ' ed Signatur guFEojr'e,`` TOWN OF SOUTHOLD a BUILDING DEPARTMENT �` TOWN CLERK'S OFFICE y =i yo �o� 0 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#: 39841 Date: 6/4/2015 Permission is hereby granted to: Page, David & Shinn, Barbara 2000 Oregon Rd Mattituck, NY 11952 To: Construction of a new single family dwelling as applied for per SCHD, DEC and Trustee approvals. At premises located at: 1854 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-12-39.3 Pursuant to application dated 5/21/2015 and approved by the Building Inspector. To expire on 12/3/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $842.40 CO -NEW DWELLING $50.00 otal: $892.40 Buildi g Inspec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3: Copy of Certificate of Occupancy-$:25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. i 115-/Z D /1- New Construction: - Old or Pre-existing Building: (check one) Location of Property: /O J A./aim"- -re-v�L/2 House No. SHamlet Owner or Owners of Property: I Z1(//s tP/efa, I i iMi - ��jI✓AJ Suffolk County Tax Map No 1000, Section 7 0 Block I Z Lot 39. 3 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: $ / iilfApplicant ig .ture I,,,. iii��.. Town Hall Annex �� ® : Telephone(631)765-1802 54375 Main Road ; ill Fax(631)765-9502 P.O.Box 1179 % c/' S Southold,NY 11971-0959 l� -4., roper.richertl'a�town.southold.ny.us = c®i'JNTI,�,,, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Page Address: 1854 North Bayview Road City: Southold St: New York Zip: 11971 Building Permit#: 39841 Section: 70 Block: 12 Lot: 39.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage i INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 37 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 7 Smoke Detectors 4 Main Panel 200A NC Condenser 1 Single Recpt 1 Recessed Fixtures 19 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 37 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 7- ARC Fault Circuit Breakers. Notes. 47..... Inspector Signature: Date: June 2, 2016 z Electncal 81 Compliance Form(2).xls r fX x�'at� o� so�T;QI�,: Telephone(631)765-1802 Town Hall Annex Not + 54375 Main Road ' •`n t Fax(631)765-9502 c/ ?I'T P.O.Box 1179 G res 9I. • ' �, Southold,NY 11971-0959 Q �.Y• �� l�6'011N�`I,�\•41 LE E BUILDING DEPARTMENT 1AY 7� TOWN OF SOUTHOLD 20 2016 TOWBuzF ®DEF'1' SOLD CERTIFICATION Date: S/2-0/46 Building Permit No. 3 7 '9 / Owner: 17,4e(/id P;t62-E___ (Please print) Plumber: 3)��6P gia-F (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum etrs S; 7'ture) Sworn to before me this a 0 day of _� 20 t LOn CONNIE D. BUNCH Notary Public,State of New York No.01BU6185050 Notary Public, 4.1 i County Qualified In Suffolk County Commiselon Expiros April 14,2.i•Lo' .., -fulia, -IkCHITECT w' MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue,NY 11935 631.734.4185 I www.mksarchitect.com December 21,2015 ^�_ ml) , I.� ! 1 T 0 !; �,7 r-. - .! I Southold Town Building Department E' ��11 i i p P.O.Box 1179 Main Road lfi'�!�.ii!i 11 !iii 'I 0E6 g g§ Southold,New York 11971 Ii-;' r[ 1 i 1' -,-T ,17-77- ...,Wl~l l t l - 1 Re: Page and Shinn House '-----::_ ..__ '�-.u.. `` --- 1854 North Bayview Road Southold,New York To Whom This May Concern: I have been to the site and reviewed the existing plumbing conditions. The pressure test has been completed, I hereby certify, to the best of my knowledge, the rough plumbing has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, L„ J ii,f•' It," ;'it.l''.• re `(. J� Yt r Pio 1f ��� ' , � t f� F�4,1. ` ir , I' 1r t _ill -- • •:, ,2346 Mark Schwartz 05 00 AIA L 1 : F I SCHE TI 7",_ I I ENISINEERIN ;C n I,'i_ y ED 23 December 2015 DEC 2 4 2015 RE: BP# 39841 BLDG DEPT TOWN OF SOUTHOLD Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir, I certify that the as constructed lower wood framed exterior,walls for the dwelling at 1854 North Bayview Road will act as shear-walls and the"x"bracingshown on my,pile plan will not be required. 4 OF MEW cl..:'Iil f , • IpE,,,,...;,„,,,,..., , „ .„, , , . , , , , ,. , . , . . , . BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FISCHETTIENGINEERING.COM 631 -765-2954 1 7 2 5 Ho B A R T ROAD SD U T H O L D , N E W YORK 1 1 9 7 1 _` 1-- r ?6, ,,,,,,,,,,, =�yUDUNi`I,�,�,• Acol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ 74NSPECTIO'N UNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: F 6c? c.v.,,D DATE 8/3-Vrr INSPE TOR C l'H �o tfSOI 0� 1 /9 if TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2N [ ] INSULATION [ FRAMIN RAPPING [ ] FINAL Th [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE�,�ARKS: ' ' ��� - --QA-, DATE 0 /`� /4.-- INSPECTOR -4.4...p (18 56/' OQ a • . CouNm, '.''" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC7ION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]/ ' •` ING REMARKS: 1 C A 767,4—A - 4 . f I DATE / ' 'w INSPECTORAPY _ . ' C3 - s'eOF SOplyolo`. of TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI • [ ] FOUNDATION 1ST [ ] - UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: ,, 44, AIPTW% DATE INSPECTOR • l'''EY' t - ---- „,,,,,,,,,,, ��,01110 SOUiio cf TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ]. I LATION [ ] FRAMING /STRAPPING [ FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4(i/-4° Cce7 ill, e %, 1, „9(,.. ,c,14 /- (,6:71( . - l'e-- -- -ir c -L.e.,, 52,7f-e= fi:,.,.., 7-4.4-ei),-t-E-- ica-//74- : /_ a- .:1 'de-- - DATE 1 [ Co INSPECTOR ' '• _'ir �o�;OE SOpryolo\. # */11 ,79is4 ( NAV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: --60/< DATE t6 INSPECTOR • FIELD Xr SPECQN OTZ'P DATE .COI 3 TS . ' I e . ;. •.....r..1111r -/ - ' FOUNDATION(IST) , , - . . f� 0Q �-4�-�, 4 d r • i 1 . ' 7.7.1 C5) FOUNDATION(2ND) ' - tZi Pr7 r f f�� / t Ci d am ROUGH FRAMING.& 41/ ejI r PLUINSVG yç Al'. . I d4'` ' 94- - V ''' ,)‹..A .-1(. . • ,, 4gg' ' 1 • . ' ., . Ce4.41-.14-2. " INSULATION FERN.Y. . . . . . H STATE ENERGY COB ' ' , • f- .0 `i. ' :- • . ... I- • FINAL l` .e CF `' 6.e.1.1'''1'/44 6 ;' • . • . ,• • . i</".„..;45 . 'Al ���7T-11V-ia lTS - ; ---- . - _ - • 3//iS u c um f o ev ,� xi ,2-ice (1,--- pk o .� ' ,R®,� IL i a-_a l rer. ce r ,rn+ L,.-.0.nn ar r :. Y _ �'-� i --- I a-a� r (eA fou mmec r R-FrafIr � .-PrOr - 01✓�RSA4" " r,� - . il irr- r&,cI !� -�l — ad . -- . I l /" a Y / 1 iC. &c„j .. Ct-e SiTidela aVV11/4 '-;••I /14 • %I . ' .. i. .T • ,. • .. . . .. . . . , . , .,--. . „ . .. • . . _ . . , . .".. „ . . . .. ' , . . _ . ._ . . _,„, . , . . . I. . . f-1 0,... • N ti G i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 • - Survey SoutholdTown.NorthFork.net PERMIT NO.(... C6 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 "� - I Single&Separate Storm-Water Assessment Form Q a s B I I MAY 2 1 Contact: o.a f Approved ,20 Mail to: Nie K GAfll/,e Z Disapproved a/c EI DG DEPT Phone: '72T/�` 4/ V/� /D r � Expiration ) '245 ,20 111 Building nsp- •r APPLICATION FOR BUILDING PERMIT .Date 0..5/0.0,//f-- , 20 INSTRUCTIONS a..This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plate showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. - e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not,commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building,Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age architecl, engineer, general contractor, electrician, plumber or builder I . Name of owner of premises D4frt 4 134:-/e /347z-ig (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loca io of n on whi h proposed rk will be done: -44€Ty Lop-17co House Number Street Hamlet u;ti, :,REI i ---90A1-17 q County Tax Map No. 1000 Section , ,,,®, ;`-, BlocC , , Lot / . trG l,y!f 1t, 1tI X Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise ani ii�,tended use and occupancy of proposed construction: a. Existing use and occupancy Vim!/ (��—�� b. Intended use and occupancy Al s-k) 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, cOmmer,c.tql_sir mixed occupancy, sspe ify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ,-C&E— S'C'2-v/ 9. Size of lot: Front 7Cy'" Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r- 4—d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES v-NO Will excess fill be removed from premises?YES NO X 14.Names of Owner of prepises S mid (—AAA eo0 41(664 RJ Phone No. 604-- oft, Name of Architect C Address 29 Phone No C// Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES )( NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO *'IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF iTurrOcJ cilk-W-Tt_ being duly sworn,•deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the / � (Contractor,Agent, Corp&ate Of er, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this at day of MQ 20 15 Y' I Notary Public TRACEY L. DWYER Sign. ure of Applicant NOTARY PUBLIC,STATE OF NEW Y• NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2018 ,e,,. .i i SOF SOU, John M. Bredemeyer III,President 0 y� Town Hall Annex Michael J. Domino,Vice President i,1' 1O l0 : 54375 Main Road i l , P.O. Box 1179 James F. King,Trustee %ik co , Southold, New York 11971-0959 Dave Bergen,Trustee `: Q 1�1 O ,,-'eX11 Telephone(631) 765-1892 Charles J. Sanders, Trustee ;1�C0(J �`�,''i� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES April 22, 2015 TOWN OF SOUTHOLD Mr. Michael A. Kimack 321 Riverside Drive Riverhead, NY 11901 RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAYVIEW ROAD, SOUTHOLD SCTM# 70-12-39.3 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 22, 2015: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit #8363 to construct an 864sq.ft. elevated on pilings two- story dwelling with attached 568sq.ft. deck/porch with two (2) staircases with landings; construct a 300sq.ft. shed; and the proposed garage and 12'x60' retaining wall will no longer be constructed; and as depicted on the revised survey prepared by John T. Metzger, Land Surveyor, last dated March 20, 2015 and stamped approved on April 22, 2015. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB:amn P AZ) �,y exy . •,; _--r,:`tom 54375 Route 25 Michael J.Domino,Vice-President I :.,f; �;; k,y, ` i ;, i ^f P.O.Box 1179 Glenn Goldsmith r _ ,75,44,44:.� t Southold,New York 11971 A.Nicholas Krupski _ Telephone(631)765-1892 Charles J.Sanders 4'reOU I,ems r rll Fax(631) 765-6641 ..0- [..,-- . D E©:DSI[ I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD — JUN m 3 2016 CERTFICATE OF COMPLIANCE BUILDING DEPT. TOWN OF SOUTHOLD # 1226C Date:May 23,2016 THIS CERTIFIES that construction of an 864 sq ft.elevated on pilings two-story dwelling with attached 568 sq.ft.deck/porch with two(2)staircases with landings;with attendant sanitary system and 260 linear foot French drain;install a gravel driveway; and to establish and subsequently maintain a 50'wide Non-Disturbance Buffer along the landward edge of the wetlands; At 1854 North Bayview Road,Southold Suffolk County Tax Map#1000-70-12-39.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 20,2013 pursuant to which Trustees Wetland Permit#8363 Dated January 22,2014,was issued and Amended on April 22,2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an 864 sq.ft.elevated on pilings two-story dwelling with attached 568 sq.ft. deck/porch with two(2)staircases with landings;with attendant sanitary system and 260 linear foot French drain;install a gravel driveway; and to establish and subsequently maintain a 50'wide Non- Disturbance Buffer along the landward edge of the wetlands. , The certificate is issued to DAVID PAGE&BARBARA SHINN owners of the aforesaid property. - got, Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION f .r' DEC PERMIT NUMBER a EFFECTIVE DATE 1-4738-03554/00001 April 13, 2006 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental April 13, 2011 Conservation Law TYPE OF PERMIT■New 0 Renewal ❑Modification 0 Permit to Construct 0 Permit to Operate ❑Article 15,Title 5:Protection of Waters 0 Article 17,Titles 7,8:SPDES 0 Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply 0 Article 19:Air Pollution Control 0 Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport 0 Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells 0 Article 36:Floodplain Management 0 Article 24:Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ■Article 25:Tidal Wetlands 380:Radiation Control ❑6NYCRR 608:Water Quality Certifica- 0 Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Edward Fergus (631)940-5726 ADDRESS OF PERMITTEE 5 Haig Drive, Dix Hills, NY 11746-6104 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Suffolk Environmental Consulting, PO Box 2003, Bridgehampton, NY 11932 (631)537-5160 NAME AND ADDRESS OF PROJECT/FACILITY Fergus Property, North Bayview Road, Southold,SCTM#1000-70-12-39.3 COUNTY TOWN WATERCOURSE NYTM COORDINATES _Suffolk Southold Goose Creek E: N: DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a dwelling, driveway,,decks and septic system. All work is to be done in accordance with the attached plans stamped NYSDEC approved on 4/13/2006. • By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,the General Conditions specified and any Special Conditions included as part of this permit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Mark Carrara SUNY Bldg.#40, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE April 13, 2006 Page 1 of 5 SPECIAL CONDITIONS 1. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established.There shall be no disturbance to the natural vegetation or topography within an area extending 50'linear feet landward of the tidal wetland boundary. 2. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 3. Any debris or excess material from construction of this project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 4. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 5. All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 6. The storage of construction_equipment and materials shall be confined within the project work area and/or upland areas greater than 75'linear feet from the tidal wetland boundary. 7. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 8. All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 9. All fill shall consist of"clean"sand,gravel or soil (not asphalt, slag,flyash, broken concrete or demolition debris). 10. A row of staked haybales or other approved erosion control devices shall be placed at the landward edge of the buffer area or 50'linear feet from the tidal wetland boundary, or as per the NYSDEC approved plan, prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. - 11. Necessary erosion control measures e.g., staked haybales, silt fencing, etc.are to be placed on the downslope edge of any disturbed areas. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. DEC PERMIT NUMBER PAGE 2 of 5 1-4738-03554/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION i `I SPECIAL CONDITIONS 12. Roof runoff shall be directed into dry wells a minimum of 100'linear feet landward of the tidal wetland boundary for immediate on-site recharge. 13. Sanitary systems (bottom of the tank and leaching pools)shall be located a minimum of 2'above seasonal high groundwater. 14. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 15. Roads,driveways and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. DEC PERMIT NUMBER PAGE 3 OF 5 1-4738-03554/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION c NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims, suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with,or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,•suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. - Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40,Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; _ b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 5 1-4738-03554/00001 • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24,25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State,and if,upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across or along the bed of a waterway or floodplain, deposits within any regulatory floodway, or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 8.. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required,a survey. 9. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by John Metzger last revised Nov.9, 2005. DEC PERMIT NUMBER PAGE 5 OF 5 1-4738-03554/00001 PROJECT LOCATION - CONTACT INFORMATION: S.C.T.M. #: 1000 ENGINEERING DEPARTMENT •°oos� k (Property Owner,Design Professional,Agent,Contractor,Other) u�Q� ,•� $':- ,A ' �'3 iITE INSPECTION REPORT FORM NAME Dow tO P �6 Section Block Lot = COy a Please Print Inspection Dat : o V E-Mall Address GA�0 2oiTe�e3blophone � Jul/��« -- •1._fit ,a;•• Subdivisions, Site Plans, Stormwater Improvements & Other Installations DESCRIPTION OF REQUIRED SITE WORK D YES NO COMPLETED NA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls I ✓I IL_ b. Limits of Clearing&Area of Proposed Land Disturbance. I If I II k(/!161'[/1) 0 5(rbi ( ci'N' i oL t)I.T{t. fibtAL S1'i4itQLrzArt c Condition of Stockpiled Soils I I I II d. Verification of Size&Depth of Leaching Pools. - JJI e. Verification of Drain Pipe Installation/Concrete Parging. II f Driveway Installation within the Town ROW-Highway Specifications I✓ I II g. Final Site Grading-Effect on Adjacent Property i I II h. Inspection of Gutter&Leader System-Drainage Piping si I lI i. Instalation of proposed Swimming Pool and discharge ring. I 11 X j. Inspection of Construction Entrance/Staging Area(s). ✓I II k Location of proposed concrete washout area(s). a/I IF- 1. OTHER-Explanation Required I II m.OTHER-Explanation Required I II A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows: OPTION#: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION#:3. Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: . S c -fteDio � ENGINEERING INSPEC •N REPOR Additional Work is Required for Final Approval. Reviewed / Inspected 1111 SITE WORK is Not Complete. (See Notes Above) A)../ and/or Approved B • VW/ • ✓ / ,� 05 All required Site Work has been Completed by the Owner / Date: Sfi tin(p Inspection#: tiOtiL AA' Contractor & Approved by the Engineering Department. FORM # ENGI ' G Inspection Report Form-TOS May 2015 I ) ,- , • I • 6 ex uFFcZ�� ST(0)RMWA\T)ER - Scott A. Russell ,. �� SUPERVISOR I NIA\N A. GfIEM)EN T SOUTHOLD TOWN HALL-P.O.Box 1179 S p ] 53095 Main Road-SOUTHOLD,NEW YORK 11971 c '/ 0`- ��, Town of o u th o 6 d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 26 2015 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) A. Clearing,-grubbing, grading or stripping of land which affects more _ than 5,000 square feet of ground surface. ❑rztB. Excavation or filling involving more than 200 cubic yards of material within-any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. , 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑04 E. Site preparation within the one-hundred-year floodplain as depicted s on FIRM=Map°-o =any-watereourse.--=-- :-- -- ❑ 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. ' APPLICANT: (Property Owner esio Profession/I/Ageent,Contractor,Other) S.C.T.M. - ID00'ct 0 39 Date NAME. no.,5 014/AJ/ p, ig.- 1 z _ •. 3 .017425 Section lock Lot r "'FOR BUILDING DEPARTMENT USE ONLY."" Contact Information 7 ¢ r T� I t�ryhone N"mlx„ AyReviewed By: DW Date: i'i5 Property Address / Location of Construction Work: / r /� C� � y� 0 Approved for processing Building Permit. (�J N��T7� U��yi'��i�r`/ 2l/ Stormwater Management Control Plan Not Required. SOU �(/ NO Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 I G APPLICANT. #, <,,....<... i1,,, a g g S.C.T.M. 1000� S,> z CHAPTER 25-0---\)1 (L; 1 �` 1 (� (PropertyOwne Desi n Professlon5l,Jen4 Contractor,Other) O /�"� � � � �� l_ • z 7 o 3�3 ga = Stormwater Management Contrc 1 IST NAM • Ili I dCaf ;' / Section Block Lot °w ;/z, ; S M C P -Plan Requirements: Provide ONE copy of :h I � Ilding it A li i m• I I ' Or ate: /eivii :+yyo ��.. * The applicant must provide a Complete Explanationid for Rei for n t wadinglJ 7, f �� r 1At���,,+ all Information that has been Required by the following Che6klist!•I IdIIIIC I I<I �� "< 1" i nr. nrPr I. A Site Plan drawn to scale Not Less that 60' to the inch MUST - If You answered No or NA to any Item, Pleas.Provide Ju§tlifica�tion'' IPrel YES NO NA - show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries I "I I . . , b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C1(2). ../ , d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 1�I e. Limits of Clearing & Area of Proposed Land Disturbance. I J f. Existing & Proposed Contours of the Site (Minimum Z Intervals) f , - g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. 'f 1 h. Spot Grades & Finish Floor Elevations for all existing& ✓ p�9G�cE :13En4:inenccri©.IT:t-ii56:-Ii1C12:5:11:fore proposed structures. C®rtt�c8 p�I. Location of proposed Swimming Pool and discharge ring. ��� � Location ofproposed Soil Stockpile Area(s). PLR Provide Evig iieer's Certification 1 P yh�st drzi�an k. Location of proposed Construction Entrance/Staging Area(s). 1 F—,I ge�������d�st�ii�d to Code. I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. %, T 2. Stormwater Management Control Plan must include Calculations showing I that the stormwater improvements are sized to capture,store,and infiltrate ROSOGiki C'SEnothilE TCON>`TROLS on-site the run-off from all impervious surfaces generated by a two(2")inch SShcll int.lude but not be limited te.)! rainfall/storm event. A well maintained Construction Wil ������Silt F� Feattr�.�ce, 3 Details&Sectional Drawings for stormwater practices are required for approval. Fencing. stAhiliz�tio i at Items requiring details shall include but not be limited to: ��dln�of exposed an inactive soils. a. Erosion &Sediment Controls. 'di r--1 ! 1 • b. Construction Entrance & Site Access. _ ✓f c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. Infiltration basins,swales,etc.) I I 1 ! , • I•i?R ENGINEER. NU DEP U'MENl' USE ONLY '''''A 1 / 1;.. Additional Information is Required. Reviewed & ■ Stormwater Management Control Plan is Not Complete. Approved By: ,(ll%� ..,�L�' p Stormwater Management Control Plan is Complete. Date 6 3 (g I 0 SMCP has been approved by the Engineering Department. II FORM # SWCP heck List -TOS MAY 2014 ' ".-----. ee • Town Hall Annex 1 W"*"*::' 7 ' '%N. Telephone(631-1802 54375 Main Road i 8 _--.. : .. • .: r- i Fax(631)734-9502 P.0. Box 1179 Southold, NY 11971-0959 ''' . -o -: -- ' ite. * 00 BUILDING DEPARTMENT ' • NOTICE OF UTILIZATION.ORTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED . • WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ... . .3.5 .6//c". -, ._, . ,, " .. .•_ - kr-154 Owner_ No.12 fizi-C4_ ' -';:, . , -- .. ,, . #7 4/A1 : . . : Location of Property: 1,5 N€ •.7,--4 A41/(//or-- )/ -CN1 Tr/PC.-..a .e.,. • - ,.. ';k S ,,,':,:Y'• %-,:,- .. 1 V.,3-`% Please take notice that the (check applicabte'line): ..-, . ,.... . , New residential structure'''''''.• 41,1-,.-,, ' - ''''''' , . . . •4 • .,?; Addition to existing residential structure . .'., . . ..., Rehabilitation to an existing residential structure - --, ..., t.1.--•• • • i',' to be constructed or performed at the Subject'pialierty'refetence above will Utilize -, •:., (check applicable line): '• . • . , Truss type construction(TT) -.- . , .- • , . ' "-. ,., X Pre-engineered Wopd,ponstrkicstiiin (PW)•,,... -• „ , .._•,:-, .... . ' •. ., , . Timber construction (tC) . in the following location(s) (check applicable line): • ''' ., >c- Floor framing, indUdirigigirders,and bOarns (F). , . . - ,- Roof framing (R)' . . -, ' -- . . ,-... . _ ., - • . „ . . • ", Floo and roof fraMi . '') •:, . /1 , -- - - . ..„ . ., . — , . e Signature: - b ' .. t. . Name (person submitting forrh)::/0,4 - -Cc ir-c4/41/e/ r___ . .„ Capacity(check applicable line): • . . Owner . . . . . 174- Owner representative TrussResReq15.docx Effective 1/1/2015 .,,.J;! ' `n..U...+%.,,3,.1 L; tiJ+: -...=t'':�.7i';•,""..r �`r"'"$ Mrc. f. -"Ii,4: :2•;•!0,:7jf1.'YtYrel1r•Vitt:ie .n . ..•-....... — 6" DIAMETER • • REFLECTIVE RED • ROMAN ALPHANUMERIC F PAN. _ f - - - -DESIGNATION OF CONSTRUCTION (PMS)#187• ,f ,;,i ',r '' • •• >'• TYPE BASED?.ON SECTION 602 OF THE BUILDING CODE OF NEW . • • YORK STATE 2" MIN. _' REFLECTIVE WHITE • 1/2te STROKE _. .—___—.—�__._..._ ,ESI A'i IUN-FOR'''TRUCTURAL --- ._ ' . _. .C.O•,MPONk'!I.S.,TEIAT'ARE OF _ r' ; TRUSS CONSTRUCTION • - -. "F" FLOOR FRAMING, INCLUDING , , GIRDERS AND BEAMS, • • . "R" ROOF FRAMING, , - • - "FR" FLOOR AND ROOF FRAMING • • • TRUSS IDENTIFICATION SIGN :- ANCE WTH 19 I�IICCRR PAR'T.126541 . ;, .'. - . 1. `• CODER DIVISION EX C TRUSS IDE NTI� `C TION SIGN DAI O O8/� - NEW YORK STATE DEPARTMENT OF STATE `;-v--- 1.:-.Itir:sr.. .7 .,2 DIVISION OF CODE ENFORCEMENT • rr�: AND ADMINISTRATION . iBEPARTMENVO F'%STATE �,, „ ... v e .... ;. a,•,rs..mt • .t•: j. `.•'+•w1 ,.!mss' yrei.'.. .+i .?r cy4.`e:,' 1inii•Fri : )1,.1.4•.. . •'.... «.1....�rw.J'hiJ�. +»A! ,!•1 .�. .i v t?!.�t• �^. �'L.•_� n7�? tSL'. 'tl o . Town Hall Annex * * Telephone(631)765-1802 54375 Main Road p�aaxx(b31}765-g5Q P.O.Box 1176 ; G Q / roger.richertIOWn.SOUtI1ol .ny.uS Southold,NY 11971-0959 0 'O'i1 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 'r--700 Lii Ta e �� er. Date: 2. sr--/ Company Name: Name: License No.: 4 Address: .2-..- 47Z2 (�/Ce �4 4: 7/1/7144 // f7./ Phone Phone No.: - JOBSITE INFORMATION: (*Indicates required information) *Name: psvi\G/ Pa je. - *Address: f e_sy Ai,, 8,y r//e../ SL''.e/de /0'7p/ *Cross Street: *Phone No.: -tea 3( 3-•c se -pia 3 . Permit No.: 3 q g'q Tax•Map District: 1000 Section: 70 p Block: l 2 Lot: ,393 • *BRIEF DESCRIPTION OF WORK (Please Print-Clearly) //rime • (Please Circle All That Apply) *Is job ready for inspection: A 9, NO ---ThRough Final *Do you need a Temp Certificate: % NO Temp Information(If 1 - •ed) /5\( ' *Service Size: Phas- 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect ndergroun Number of Meters Change of Service Overhead / dditionai Information: PAYMENT DUE WITH APPLICATION \`6-v-1 4 ' q; /-\r „( -' ' e' 82-Request for Inspection Form . 3 r _ ..\w] ,::,.-1-:;:::::",:- .-:_:: :� .. ..o__ _ . . (c> 1 _-.-a.-- i i z+. .3.,...„ •cl,--.�_ __ v!L`-Y --� .AN6i: -�a- `�`r•.c�- • . _ - • - - '- ' °. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET / c' ' VILLAGE DIST. SUB. LOT VZ� (-' Z ei,v/ d 0 'Cc3-e t ..1-' K��s, lri e,-'lic- .y , ,s ,. .,1 Aga 1, *-ti y i@tii , s v -f �I n z. ® sr �OtMER O_IWNER+� �r' � N � � `( ; �i l�'/ dfr it p r AC/R • . s aG,lS . !I c� ��y Ei 7,� Fe/ Li/ 10 ' 6 I _7Ne t, *1 a..1 Z0�"c� Per fe,( ��Cc.ar4%rv,. ",e,6p4 ,9s8oere CT () S TYPE,OF BUILDING J 3 o,1.)e, Co2p-`fie'GI lam,7 /-h-/rd ,�' . Ai4 RES. SEAS. VL. �;�� FARM COMM\iv . CB. MICS. Mkt. Value ),�, , '`� .. - r 55- LAND IMP. TOTAL DATE REMARKS - - 1 • ;4_ , 1,rr,;f?"-'-;\ , 1-r IP b c'o--C) I . °t/ S-•/7,3 N.5',a�a T" -r2 bvr: /9 Jul b. 1 6 5- 4'•S •a • l 7 / ,, . /0-4-o /6-4`el f fh.? 6 ,5;0, ,1-71/0 o, •A-146- z.i 4019 dl - g vs'm,g444/a 7o- II1.ffit,il.<ei/v-a1 30 30 V/ 41/717i " Z'7/ t.{ fa/� a 0 0 .sz /YPt do,' GI,.,X te a . •1 . PA V77 L, )7 ' 9���f'!/l►�L�'IYPd..) O'/4)P///sed; 15C; 2 6 C1 d/ - 6'PN y(c21)/R��fll 1 // rJ ♦ v �3/l7� S<I d-C ��n/�n� _ 6-1°4‘,9.4y a. 4 ,s 44/�r..i /:Jn - b). 7-1/4(401P, Ari c.Lr,7, /yOl`z 5fcge45Z di,Cad,--of-9z7.2 P.. z4-., '1r1,%1uihp 43,5oc.,&0-d ,54 ,.5. Fe,e7 u,C 1/41/c72/- 3? 4a. 'MD eD,� �, d 0g , well;bn q fl, G4 rcQ. -Jr)a4 1� a-1< ro)aaiaz" B1)1AAP . • 33 vOI'd e_01 •5 /.41)/0 -L 12ez4,e3062r4us h rli9( #a o75 �,4 �f( ) 3 —0,44 5 ,C' Ave."1/ a ,./ 91711e-/- 64#M! . *fir/aces 67 5/ Tillable FRONTAGE ON WATERGo+fir • Woodland FRONTAGE ON ROAD Meadowland DEPTH House Piot BULKHEAD 1 F rotas -< \ i.,,r; ,,..,,,,,-`3 Com- " COLOR TRIM a \, ,z (%'rskJ' , '1- '31 / ,f0 .�.� 3L(ALtg' new d vz-1 i iI E L it(09))000 Ni I7 3P ' t s�7 - 41 ill- o ar . w�i�i 45h .4"- \ ?`; � . It O . at, _ _ n ,.mooC�, M. Bldg. Extension , Extension I - _ Extension Y,,‘2)=Cam i P2 3 Foundation Bath Dinette Pokh Basement Floors K. porch Ext. Walls Interior Finish LR. Fire Place Heat DR. Breezeway Garage v,,c‘s✓-t" 2-J-\\/,2.-.4._ --7_ '5.7(.p C25-- �`� Type Roof Rooms 1st Floor 'BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. Dormer Driveway Tqtal 5 i E !. ter' COLOR 1 • 1L „/ {� .ti.. TRIM �`4'" , j' ,°-`,:l 1 moi` 4a k-- > Zr- ��.,' - kr 1st 2nc & M. Id CB (S Y o •r � Foundation Pc OTHER Bath S Dinette FULL COMBO ` Extension ,t, ,. 7612.c \� l� Basement CRAWL PARTIAL Floors Kit. SFJ/ ‘ 'kt 2-TtY5 Finished B. Interior Finish L.R. Extension t \�j ti Extension Lq K l A 4 Z Q 3 Fire Place Heat D.R. Garage Ext. Walls NST BR. << Porch t2�`2� , Dormer Baths // Deck/Patio %14.01, =suf.- = co �17-T.* Fam. Rm. 3 ‘k K -2:2,...=21-‘-t__ -ct�� 1c? '� Foyer / IPool �----� Laundry V A.C. 41k:rt— Y Library/ O.B. • Study Dock air& -'[ -- • Cakr 4.X sty --eats —�- goy- ci,3(g- Town Hall Annex / lii 41 ii; Telephone(631)765-1802 54375 Main Road ; N �e Fax(631)765-9502 P.O.Box 1179 0 �Q,''1� Southold,NY 11971-0959 May 19, 2016 `�yc®Ur ,*\%" ,.- s BUILDING DEPARTMENT TOWN OF SOUTHOLD David Page & Barbara Shinn 2000 Oregon Rd Mattituck NY 11952 Re: 1854 N. Bayview Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) ii(o*, Electrical Underwriters Certificate. -1kl Z^d A fee of$50.00. 1VFinal Health Department Approval. V.-, Plumbers Solder Certificate. (All permits involving plumbinafter 4/1/84) 00'17 Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer \� BUILDING PERMIT - 39841 - New Dwelling `5:. c� Y4 -._ . --.......-__ - ----.-..,------.-..-'-'-' - .-4.-,,..-.4.• . . .,...—\ „ „ • I \' . - . . . ..: . •„ . •. S - . .. . . . 1 ------..... . \ 1 , . ) \ .----- - - ----- .. ..., . ...._ . ... •,. ,.,.. , 1 1 1 r . V. .. .... . . . z \, ....: • „ 1 \ r . . . • . . -., . , I ,.. . . . • . ., . 1 '.. . , . . . . , I . . . . I ..., I „... . '%S.. . ... ., , I . I - I . • I I • „, I • '.. I ----_ , ..,. •., I .. \. -----..... . ., , ... .\, ,. I •.,. ... . . ' I •.,., . . .. ••,, I • \ .. .,. .., -.. , . . ,,.., . 1854 N Bayview Rd N, . ,. . . . . . , . , . . . . . , „...,. . . . . , I .. ii ...._ ___ ©2016 Google . , CioNk earth ....._ _ ,c •-....,_ Go . gle earth feet 300 meters 100 A v . REScheck Software Version 4.6e 4. .6.l ate Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 13% Climate Zone: 4 ' Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: PAGE AND SHINN Mark Schwartz,Architect 1854 NORTH BAYVIEW ROAD P.O. Box 933 SOUTHOLD, NY Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance_Passes usingUA trade off Y4 ....... r Compliance: 18.5%Better Than Code Maximum UA: 308 Your UA: 251 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA . Perimeter , Floor 2:All-Wood Joist/Truss:Over Outside Air 864 32.0 0.0 0.031 27 Wall 1:Wood Frame, 16"o.c. 1,040 19.0 0.0 0.060 57 Window 1:Wood Frame:Double Pane with Low-E 69 0.320 22 Door 1:Solid 21 0.300 6 Wall 2:Wood Frame, 16" o.c. 960 19.0 0.0 0.060 46 Window 2:Wood Frame:Double Pane with Low-E 130 0.320 42 Window 3: Wood Frame:Double Pane with Low-E 6 0.300 2 Door 2: Glass 61 0320 20 Ceiling 1: Cathedral Ceiling 308 30.0 0.0 0.034 10 Ceiling 2: Flat Ceiling or Scissor Truss 556j, 30.0 0.0 0.035 19 Project Title: Report date: 12/07/15 Data filename: C:\Users\Drafting Station\Documents\REScheck\PAIGE-SHINN.rck Page 1 of 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.T,t�e: d o:eawilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements irk, EE.e eck /-. 'ioii'4t 1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. t , Name-TitlelO , .47,,n"'tt" -q Date ate: 4 ,....—,:, 4.,,r, , \i, ,, ?, „kb„.. 2 TV pq ylig • Project Title: Report date: 12/07/15 Data filename: C:\Users\Drafting Station\Documents\REScheck\PAIGE-SHINN.rck Page 2 of 2 REScheck Software Version 4.6.1 ElCompliance= Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 13% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: PAGE AND SHINN Mark Schwartz,Architect 1854 NORTH BAYVIEW ROAD P.O.Box 933 SOUTHOLD, NY Cutchogue, NY 11935 631-734-4185 _ mksarchitect@optonline.net : ss - -,'Q''',7:',---,,; i > v Fa 1 ''';'';::::''''''1:-::777,1''', Y y R y .,—aComplianceiPaseusingUAtrade off , k f , • Compliance: 18.5%Better Than Code Maximum UA: 308 Your UA: 251 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies , Gross Area Assembly or Cavity Cont. U-Factor UA Perimeter R-Value R-Value Floor 2:All-Wood Joist/Truss:Over Outside Air 864 32.0 0.0 0.031 27 Wall 1: Wood Frame, 16"o.c. 1,040 19.0 0.0 0.060 57 Window 1:Wood Frame:Double Pane with Low-E 69 0.320 22 Door 1:Solid 21 0.300 6 Wall 2:Wood Frame, 16" o.c. 960 19.0 0.0 0.060 46 Window 2:Wood Frame:Double Pane with Low-E 130 0.320 42 Window 3:Wood Frame:Double Pane with Low-E 6 0.300 2 Door 2: Glass 1/1,, ,IS) 61 0.320 20 Ceiling 1: Cathedral Ceilingr. ,',ti' 308 30.0 0.0 0.034 10 Ceiling 2: Flat Ceiling or Scissor Truss 556 30.0 0.0 0.035 19 Project Title: Report date: 12/07/15 Data filename: C:\Users\Drafting Station\Documents\REScheck\PAIGE-SHINN.rck Page 1 of 2 4 ii Compliance Statement: The proposed building design described here is,,c sistent with t e b'ilding plans,specifications,and other calculations submitted with the permit application.The proposed buildi}�• fIIaeen de�s�j Ad'�to meet the 2010 New York Energy. Conservation Construction)Code requirements in REScheck Version ,. Fran to coniplyyvit� .the-mandatory require,ents lis ed in the RES 3 4-t4-/ren, efr4/&7,49 ,/`�IQtf gfd f ✓ 1/ if Name-Title - U y E v Signature ,y Datil iv Ay .97, A i ,i t 1-7, moi'. ,-1!"-T----"-,y...�.�^`- _of r„,,,.!.4q. . ilb, ., ,. . _ :4 k\ki, -',4:4",t4:;:',0'12. 3,ry,,..1.",4°142. Project Title: Report date: 12/07/15 Data filename: C:\Users\Drafting Station\Documents\REScheck\PAIGE-SHINN.rck Page 2 of 2 SEPT. 5, 2006 REVISIONS) OF PROPERTY OCT. 13, 2006. REPLOT HSE.) DEC. 19, 2006 FRENCH DRAIN, CONTOUR, FILL CALC.) AT BA YVIEW OCT. 17, 2007 REPLOT HSE.) OCT. 30, 2007 (DRYWELLS) OAKW�OOD DRIVE SEPT. 11, 208 (SPOT ELLS) TOWN OF SOUTHOLD �> OCT. 6, 2008 (REVISIONS) NSUFFOLK COUNTY N. Y. ,g. * APRIL 20, 2010 (CERTIFICATIONS) P a J%v Sse• ��, r OCT. 7, 2011 (REPLOT HSE.)JUNE 1, 1000-70-12-393 1S, 3`3'?O '8' L JUNE 15,22012012 ((SANITARY NEW AREVIS ON)SYSTEMRY DESIGN) SCALE.' 1'=50' • C j9 42..e .v.l `?8. ~F r�j4 JULY 14, 2012 (NEW SANITARY SYSTEM DESIGN) FEBRUARY 20, 2004 AUGUST 17, 2012 (REVISED BUFFER DESCRIPTION) JANUARY 6, 2005 (Revisions) ,� 1 �O4 MARCH 17, 2015 PROPOSED (Loc. flogs, prop. house) �\r- . ,) MARCH 20, 2015 (REVISIONS)) NOV. 9.B2 05 (REVISIONS) wetlands Ao s revise 3'w n JUNE 2, 2015 (REVISIONS) FEB. 2, 2006 (ADDITIONAL LATH) \ -( MARCH 22, 2006 (ADDITIONS) I o MAY 18, 2006 (REVISIONS) 2 V0 ` o0 1-2 trn !� 2 R`N°. N INA ; i' O m C di- p 'Ox PROPOSED GRADING PLAN RAIN RUNOFF CALCULATIONS I = HOU6E FRNSN FLOOR El.110 - GRADE OVER TAN(7T.75' /W�BRISO OVER I S 1 . 11111P.-11.1[4111P HOUSE 864 SOFT. R v I U S G r- ,- PIPE ,• ,m PER ET INLET SHED 300 SOFT. MIAs BL�NO SV�f�t v z �,, o �,,, 1164 SOFT. Is �OT �6D \M I TOP OfRRRYSGo. INVERT 1164 * I * 0.17 = 198 CU.FT. �_ s 1KlIY �= IISMISINIMMONORIMIIIMOM M `� WET 7UTLE I ,'. EL is• I� y� `'r E 3' SAND 'weir z,g, OUTLET INVERT EL 198/422 N Tal Y.f- 1� ANKIN ET INVERT EL 9S v PROVIDE 2 DWS 8'1 x 3' DP. LI to "v > (/��/� E I SIOTEL60. sx a' AMR DRIVEWAYc465 x_fl••W(D 3720 SO FS-- Ul PP {Jr Cr".Y P tGI 6N�r I•� 000 GALLOR DRIVEWA.Y(,(PERVIOUSS L • . {� s / �. D I OFSLACI4 N ewwETER SEPTICTAf«� �' 3720 '+(�0. SSC117•`379.4 CU.FT. e• 3920 X X . W32 C. roTALasLEAc+IWI+ s PROVIDE-bWS 6'1 x 5' DP. - 226 .CUFT \ ; o, , TRENCH DRAIN 1.5' x 1.5' x 270 al 608 CU.FT. Co32+112 z 16 N,r. R j r' o 2r 1 1h N i owELie 608x0.3 - 183CU. FT 183 C I 1 N 226 CU.FT 'ANDD°``^" rZ- o > \ 409 CU.FT. k I (?I M \ oo - i;COARSE•• N I i ••GRAVEL•• .I I r7� ,`_ MIN f0'DIAMETER UNDER RING SAN'na,S'STEM SHALL SE 100'aROM DELINEATED WETLANDS •• r•p N »7000 �; 2 /b \ P. STONE • D -y O ` cR •i• • •••••• eS _ C. START OF 3P CIAINFIED RDRS PER TEST BOEING 18* PROPOSED CROSS SECTION %1W... S6 w'�e o RFip y? \ '' b0• tot 4t� 000 TRENCH DRAIN /.3'wsl I -i10,! .-� Di7•F 4'c �y�, Rkl, \ \ , .1 a 6.0 sI \ - p4/eZic x'449Ze \ AREA- OF WETLANDS=3„362 SQ. FT. b , •• �•. "4 It? BUST 63,302 SQ. FT. — 3,362 SQ. FT. =59,940 SQ. FT. s- 0,4 / \ ( ' 4'4rIit*i. = .:„ Q � 40/ ly, rR PROPOSED SEWAGE DISPOSAL SYSTEM (2 BEDROOMS) LOT COVERAGE 3,228 SQ. FT. _ , # —... h, ```\, \�0 1 [1 1,000 EGALLONHING SEP77CO�ANK LS WITH 3 SAND COLLAR PERCENT LOT COVERAGE 3,228 59,940=5.4% ' �`'• \ I iettpeT4V. 'mow Cr `c.+ '.. \, 7 ray, �r , r-, '^f/f�L,r. POOLS T/1 [��- ' Q/�1 GROUND / T>`-r? • 1 ' %� il 0 �+ � %. \ , , :\ ' (1,„.,„.. , �`y� I`�' ,_-tea fZ as 13OT/lilYT 0, LI:A.:111 J !' OOLJ !O BE 2 ABOVE I� APPROXIMATELY 152 cu. ft. OF FILL REQUIRED. o* •, \`� ` \• ow4. - SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: / `0� �.,�--�� 1_._� ���.. 40 ��_ r X $ � EDWARD ARMUS ENGINEERING 1/ TEST HOLE DATA cA ?`�� A`�*4f $� 3�' , I I - 36 DEER RUN 19x9 c. / '`���- `� ' ' ` o WATERMILL NY 11976 Etas' LOAMY SAND .,. \ `b j�`,., -f' t``�` ���3 d. . ;' rs qk.�. 1 et 60 M1EDiK/M ro COARSE SAND SIN S Y G��``` ````�`� ^� -� - _„gyp\ '```` � prtOYvy EROBlacked ON&SEDIMEOHT CONTROLS �,. F \'�--.�_ _` --�- g,Eo Shallnclude but not be limited to: �� '� � \ �- A wemaintained Construction Entrance, SANDY CLAY GRADING TO (P \. SO' /P �/ -- Wire Silt Fencing,stabilization& • aAYEr sAND SC •Ww,. , y 4 No •, / if Seeding of exposed and/or Inactive EL 2a• ------ sa \� 7) if- Nekr.t4 Re / / e soilsWATER IN CLAYEY SAND SC - �� ANCF ev ej,,, ��• al ,. t a '' Q 'O ///Z P. • , a , a •, - N WATER NV BROW BOG ON , w, DRAINAGE INSPECTIONS ARE REQUIRED S' ' ��, Contact TOS Engineering at 765-1560 before WATER IN GREY CLAYEY SAND SC C `\ � SII.• /�40 a s9 Backfill,OR Provide Engineer's Certification -———— u 4� •1B, ;44138.7- ,_ _ � «t that the drainage has been installed to Code. •� PJ,32$7 .55"µ� ie`u�• 141.11' yw WATER IN MEDIUM m COARSE SAND SP 19' f. w FLOOD ZONE LINES FROM FIRM 36103C0166 H SEPT 25, 2009 . ELEVATIONS REFERENCED TO N.G. V.D. CERTIFIED TO: APPROVAL OF STO^MWATER MANAGEMENT I am familiar with the STANDARDS FOR APPROVAL DAVID C. PAGE CONTROL P N - •,vn Co , ;' -r 236 ,- AND CONSTR'UCTTON OF SUBSURFACE SEWAGE BARBARA SHINN Date: (a 3 s ,�t ' '} DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCESVii/ i 0.) -.---.:*-77--...:L ':.� STEWART TITLE INSURANCE COMPANY - Approved by ,., � .;A �j<`_z,l; and will abide by the conditions set forth therein and on the / ° ,r,34: ' ', .f .4,\ permit to construct. The location of wells and cesspools shown hereon are ik •; from field observations and or from data obtained from others. t, i , ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATIONN. Y., ', OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. '4'r,, j iW ' !N, .S LIC. Na 49618 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS • HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PECONIG 5URVE.YORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. e =DRY WELL P.O. BOX 909 ' AREA=63,302 SQ. FT. $ =LATH SET ©o -=PROPOSED CONTOUR 1230 TRAVELER STREET 04-108 TO TIE LINES a—WETLAND FLAG SOUTHOLD, N. 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('3SH 101d321) LLOZ 'L 100 ��••rr f:8 Mso A AsArn03 X70,,(1 (SNOLLVOINLL2130) OLOZ 'OZ 118dV i7��T 9S n; TT (SNOISIA38) 8002 '9 '100 047 41 Q70HtL11 Vi�7 JO .A14101 (5'13 lOdS) 900Z '1.l '1-135 N (S113MA21Q) LOOZ 'OC '100 3/1/218 OOM)lb'O II,, rr AA r j� T u ('3SH 101d321 LOOZ 1L1 '100 j r 111�1111� Y 1L rY�AA n�r ('O1vo 11Id '2lnOINOO 'NIV210 HON321d 900Z '61 '030 �tl�Q�dO�d JO 1itZ11�11�7 (3(SNO SIA38 900Z 'S L'1d3S SEPT. 5, 2006 REVISIONS) SURVEY OF PROPERTY OCT. 13, 2006 REPLOT HSE.) DEC. 19, 2006 FRENCH DRAIN, CONTOUR, FILL CALC.) AT BA YVIEW OCT. 17, 2007 REPLOT HSE.) OAK DRIVE ocT. 30, 2007 (DRYWEu 5) TOWN OF SO UTHOLD SEPT. 11, 2008 (SPOT ELS) N �} OCT. 6, 2008 (REVISIONS) SUFFOLK COUNTY N. Y. C '`�` iF0 APRIL 20, 2010 (CERTIFICATIONS)OCT. 3 aJ S'8. 2$ JUNE 1, 2012 2011 ((EW SANREPLOT ITARY SYSTEM DESIGN) 1000-70-12-39.3 i"- 91S' .r ., 0-4. 49.4 JUNE 15, 2012 (SANITARY REVISION) SCALE.' 1'=50' 'I' �J•''1 �f�,►� JULY 14, 2012 (NEW SANITARY SYSTEM DESIGN) FEBRUARY 20, 2004 1 �X AUGUST 17. 2012 (REVISED BUFFER DESCRIPTION) JANUARY 6, 2005 (Revisions) Q � O�� MARCH 17, 2015 (PROPOSED) SEPTEMBER 9, 2005 (Loc. wetlands Aogs, revise prop. house) N MARCH 20, 2015 (REVISIONS) NOV. 9, 2005 (REVISIONS) 1 p ryt, n JUNE 2, 2015 (REVISIONS) FEB. 2, 2006 (ADDITIONAL LATH) AUG. 28, 2015 (PILE LOCATION) MARCH 22, 2006 (ADDITIONS) 2 a I 50 MAY 18, 2006 (REVISIONS) (3) i ki N Z � � � r+1' y� - PROPOSED GRADING PLAN �► RAIN RUNOFF CALCULATIONS A _ 1 _ CNOUBE F•AeN FLOOR EL.340 GRADE OVER TAMC 71.15' O 11\ ' Q r • HOUSE 864 SOFT. pp \ . SHED 300 SOFT. �I ! ., ` ..ARAE,««lir PER 5 . .,LE. 1164 SOFT. • 1164 • I x 0.17 ■ 198 CUFT. Ty TOP or Rr10t•o•• _/ �.•w■ww EEL E9 5 198/42,2_■ 4.7__V.F. _ _ 2 R` a POE 3' SAND .w.-..A.,.,..,--.�INVERT RNERT „ - - • OROVIDE 2 DWS 8'0 ■ 3' DP. r.� K coLLMt INLET 'JTZ .• El...• :90 lANR RIFT INVERT EL 9 S DRIVEWAY 465 x 8"WIDE ■ 3720 SOFT. I ROT EL•A• �t sti `,: mom.•.4r. �- e' a" noN ,,000GALLoN o DRIVEWAY (PERVIOUS) • Nti rOMMETE1e G. roMa1ETER SEPTIC TANK 3720 x 0.6 *OJT • 379.4 CUFT. roTALarS�Ac.ra►ools PROVIDE 2 DWS 61 ■ 5' DP. - 226 _CUFT TRENCH DRAIN 1.5' . 1.5' . 270 II 608 CUFT. 1 p 608 x 0.3 ■ 183 CU. FT 183 C N 2 """" 226 CU.FT = I '1 b T - SAND COLLAR :.. ..•.1, 409 CU.FT. r- (r 0. •TAME•�• I, 2 i/ .\ ,, YIM 17 DIAMETER UNDER RING SAT SYSTEM SHALL BE 101Y#ROM DELINEATED WERANDS 0 DO si Q E`S 0 START Of Y GAMIFlEDlOE 5 PER TEST DORWG PROPOSED CROSS SECTION I � '. �9 "' w4RFD y? TRENCH DRAIN J'w I �O + L"'� t44/ c ° \ AREA- V / • OF WETLANDS=3„362 SQ. FT. b • :w -�. ��g-R 484- �(�Sl 63,302 SQ. FT. — 3,362 SQ. FT. =59,940 SQ. FT.. - .. - ,.ry; •+r =�; tvoi ,, ` Q14 s��, r \ PROPOSED SEWAGE DISPOSAL SYSTEM (2 BEDROOMS) LOT COVERAGE 3,228 SQ. FT. [5 3' DEEP LEACHING POOLS WITH 3' SAND COLLAR PERCENT LOT COVERAGE 3,228 / 59,940=5.4% 4i l -� \ , c2iV.01 ```� 00' \ [1] 1,000 GALLON SEPTIC TANK Wo *; ` , • (� r `v°--..., . EZ 1 BOTTOM OF LEACHING POOLS TO BE 2' ABOVE' GROUND WATER ��• s f APPROXIMATELY 152 cu. ft. OF FILL REQUIRED. .� :::.___"••••• �` ` ' ) 67 N SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: TEST HOLE DATA ' �� ,��' ,. eai"y , $\' ) EDWARD ARMUS ENGINEERING t �,� \ \ 36 DEER RUN EE.dJ• C � '2,,, �E`�-- �' o WATERMILL, NY 11976 LOAMY SAND .!`!•. Z7 sem •f- ' - ..4..4 ————- to• • �% 1 \ ```', • _-� 'v� A ---�\ ---"-7'? A WWII 1b COARSE SA/MD SW S p(SED SANDY CIA Y GRADING TO "•` O . --- CLAYEY �► SAND SC V , �•' k, 1:1 `EL2d' SS' 4r' 4 HOOIS� , MN1EtP Iv CLAYEY SAND Sc _ "4?,9 � ',, J IWI�p IN BROWN p�/� Aar , ,A., RI., R .♦• ..(Nri 17 a. to• Js 0,„,, ,,,,,,!,,,,,_4b,;• rrs // , I �, , W TER IN GREY CLAYEY SAND SC Cs �? `� dil �� e __ ;�• wit . - -- - TER IN MEDIUM To craw SAND SP N732 ",v 141.11' - (/ ` � ') i , - lk �`� DI AUG 3 1 2015 0 1.7 � ~ �. 'MG. � CiiPf :_, Dt(..... FLOOD ZONE LINES FROM FIRM 36103C0166 H SEPT 25, 2009 , ii., ,,), ,, ,i r, -- ELEVATIONS REFERENCED TO N.G. V.D. I om familiar with the STANDARDS FOR APPROVAL CERTIFIED TO: _"' -• AND CONSTR'UCT10N OF SUBSURFACE SEWAGE DAVID C. PAGE •CEGF (JG�y- DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES - BARBARA SHINN r�A���T.MEr� a''r- STEWART TITLE INSURANCE COMPANY • iL. SOP ` c� and will abide by the conditions set forth therein and on the �• l' ''.'1:::.1. ''_�, .p permit to construct. ,: The location of wells and cesspools shown hereon are M.4`,��' .�� from field observations and or from data obtained from others. < ^— ANY AL TERA 11AN OR ADDITION TO THIS SURVEY-IS A VIOLATION /5) ,h,_ � OF SECTION 7209 Cr THE NEW YORK STATE E. ALL AN LAW. /0LAID N. Y.S. LIC. NO. 49618 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERT)RCATIONS • HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF PECONIC SURVEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (631) 765-5020 FAX (631) 765-1797 *HOSE SIGNATURE APPEARS HEREON. ® =DRY WELL P.O. BOX 909 ' AREA=63,302 SQ. FT. 4 =LATH SET ©D - ------&PROPOSED CONTOUR 1230 TRAVELER STREET TO TIE LINES ♦=WETLAND FLAG SOUTHOLD, N.Y. 11971 04-108 n (45) I SCHDS REF# R10-12-0036 SURVEY OF PROPERTY �� � �� BA YVIEW �� `�-' y��Q ATS; TOWN OF SOUTHOLD �" � f et; SUFFOLK COUNTY, N. °°�4 1000-70-12-39.3 <tec4`' n SCALE: 1'=50' �o`�` FEBRUARY 20, 2004 • JANUARY 6, 2005 (Revisions) • j SEPTEMBER 9, 2005 (Loc. wetlands flags, revise prop. house) NOV. 9, 2005 (REVISIONS) MARCH 22, 20066 D DITIONAL ) (ADDITIONS) . • MAY 18, 2006 (REVISIONS) Yoccortno SEPT. 5, 2006 (REVISIONS) A01-15-16 OCT. 13, 2006 REPLOT HSE.) DRAIN,DEC. 19, 2006 FRENCH CONTOUR, FILL CALC.) OCT. 17, 2007 REPLOT HSE.)A OCT. , 2007 SEPT.3DRYWELL 101, 2008((SPOT ELS) OCT. 6, 2008 (REVISIONS) OCT.L7,2 011101(R0 EPLOT HSE.)ONS) JUNE 1, 2012 (NEW SANITARY SYSTEM DESIGN) JUNE 15, 2012 (SANITARY REVISION) JULY 14, 2012 (NEW SANITARY SYSTEM DESIGN) AUGUST 17, 2012 (REVISED BUFFER DESCRIPTION) MARCH 17, 2015 PROPOSED MARCH 20, 2015 (REVISIONS JUNE 2, 2015 (REVISIONS) OAKW00 DRIVE 47O�.T,� MAY 6, 2016 (FINAL) OAKWC7 DRIVE I5, , os� 32?8 04• �� •-'s.,,,5:-.-....E� O�� FE C '.`�t'I, ,rt Ftt�' tx,'. Y v t v��..`..:�-- ;;'! .'.T''om 0.3'w C7 . :�. r.`1.'3";"" z n Io 033114 1).; .:_.._ H.� . ��_i.�^ : �:j:''71-7--)v�- O333, O a I -s r �t.,. tv O O L sods An 'c.,.^1 ,: . r ct,:nd to Gy $ OI 1' R. \a I r- unurr k y POLE R IN \ i SEPTIC LOCATIONS r- I \ N2 ECEOVE ] A B I 22 ~' (7.1. JUN - 3 2016 ST 42' 58' N I co t �', '< I \\ 0 ~/0�'c�q BUILDING DEPT. LP1 60' 81' I I \ 114 'yFS £ TOWN OF SOUTHOLD I oc' \ ‘6,g. • Vr9- I R�VOY? LP2 66' 86' �z�‘ 3'w I 1�� \� ���4�\ ��',ov�000 RFVOc LP3 60' 77' ���� EL s.o. \ '�R c'Ne \ 4'4 4, 4944- \ DUST 14 LP4 58' 73' y p A \\ RCq TH DRAay(? 60. dej LP5 67' 82' 2\\ , eg)4DZ l''"' F`%,R'i IY — 300 LI,y f J • O vo o�\�\ ��� \\\ • $ © s'"gas qY N �' O Q $s !L �``` � \\ o: ® /// y,� . ?` 64.6' up _fp k \ yts� ti �' �cf.ile �� p N /�6% •<\\ °�' 0�ct `\ d' .5 mss,. 9.8' O IFA\ 00�\ F+ ,c27,2141 ` `�'� tio�0 1T1 \\�, °i`F\ G.oA 67`PFS 1 0 �� ISLF 025 X 10 (/�,41 ' - o SND-S� • WtF •9 W4 of •-•._ -,--- f o ‘\ •\ #23 8 TEST HOLE DATA +6� \ �� I CO#22 lsss ,S' WCF ELa3' G'O� OS4�; �� 0"" LOAMY SAND 10' �� �\ \4?• 1$1- WLF 111/1- V MEDIUM 70 COARSE SAND SW %.14�,4... •18. _ it/kr5 EL 19' -....... REBAR `� N82 5 — — - SET 355"W neuNe-r'"=_ 4' SANDY CLAY GRADING 70 m ANDAS 141.11 \�`1**.P-.9'444- CLAYEY SAND SC jul Y an/ways avrA L aysur 6' 77NG/NC, EL28' 5.5' WA TER IN CLAYEY SAND SC e' WATER IN BROWN 80G OH 10' WATER IN GREY CLAYEY SAND SC 13' WATER IN MEDIUM TO COARSE SAND SP 19' FLOOD ZONE LINES FROM FIRM 36103C0166 H SEPT 25, 2009 ELEVA TIONS REFERENCED TO N.G.V.D. l am familiar with the STANDARDS FOR APPROVAL CERTIFIED TO: AND CONSTRUCTION OF SUBSURFACE SEWAGE DAVID C. PAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES BARBARA SHINN €vE;.Y, STEWART TITLE INSURANCE COMPANY '--- �'o, and will abide by the conditions set forth therein and on the c:, _O.x. -", '=1';- permit to construct. 1/0",:::,-.:?'"' _ "< The location of wells and cesspools shown hereon are y from field observations and or from data obtained from others. - 1 41 I ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION h� OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW ,H-. �� / �. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS • = REBAR =' _A'' ``�``'- /�l, ', G NO. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF — SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR A = WETLANDS FLAG PECONIG.SUR_VEYORS, P.C. WHOSE SIGNATURE APPEARS HEREON. ® = DRY WELL (631) 765-5020 FAX (631) 765-1797 AREA=63,302 SQ. FT • =LATH SET = PROPOSED CONTOUR P.O. BOX 909 1230 TRAVELER STREET 04 TO TIE LINES A=WETLAND FLAGN.Y. _108 O p SOUTHOLD, 11971 U • 'lam`' • • ' • ' , �� ic)� � . • •/I ` 1) (,`� — LLL el • ,. �� ` ' 0' • L S Ur N N Q^ �1 �. j 4\ LP S? 0 -P 3o J (, (n V„ N t 0 r t 0 r - ' .1...—k . 'Cl r Vil ...m........... • • -,,,k i ? -pi . . ma .. . X NT L) N.) I I- . . , ...____________ . % ? vil v 7-'‘;,7- 1 *, A• r _ _ S . i. . • qF 1 - � .gi• . (T-±--J__ .l O Unn i ...,. 17-\-1) g r_ - - i Il Y v `� . ... t-- *ma i O _ V. . • L •;, 4_ • , I ,___ 3 . .,, ; 3 1 : L a 0 G • r' L—,/, cy , ...t‘ ,,.:-.- 0 -f. 74 : .4; A 1 • "----- --4---if--7: i k 11 V . ' ' * S - #.3' W . g . • . . ' . -1 t k - r ‘ .J.' 4 16 t; qt . --\ i 0 i . ' 6 ,„.eq -o iivt, - . Ott . b -t-..:P ' , y . 1 - .Q., tt 4 a� C r- 0 Q N �' /\\X'\ ,. coo c �. ..,..... ; .l . w, �1 L E____ '.. o � d N � � S n 0) 8• r, pg ?, E, , _ 151 i • • � / : . .. L ,1 et ,- - ow , — , - co — cri p.\.. - . T....r G , A ,D ,. Coo - 0 • o0 0 c'`' L. C • .' . 4\ ; . 6 ,ci t \',„ j S G N ? [ �` xx...1..... kil ' 5 ' ' -V-7 ,, 4k(4 1 ,F.....-1, • . . _ i � r •o !.7 :9 1) F 0 1 _ c ,.._____, - t. ''' - •\- ------ .. . cz . . ?, s , . A . ' . P) ?* , .. ' \ „_ k; VT 0 ' Jo Fs- f • . .... /4 t,./7?4 i ';`: it.4?Vrt,‘ m- Vt V H t_ L_ / I • •______I tici0, var,,,, • , , - . , . . is/ • • • REVISIONS A . , 36'-0" z 8'-0' 5:74,2" 10'-71/2" k ' 16'-51/2" /1 1 -;1 MP _-_ 3)2X10 ACQ DJ 1 • II • A b.'@�@ 9 1 (2)3X10 ACQ GIRDER (2)3X10 ACQ GIRDER(18"GRADE TO TOG) 1 _ _ qd (18"GRADE TO TOG) I —� ' w �N. _ _,____� CO • LL' �` (O 1 m 1 i ET_ I+ • ,,,, ittiff i ri F,.. € :.. (., I4t.: 1 .13 LL1 J r a 1 2 (2)2X10 DF#2 'X v m a) NUTILITY D BATH ,� a41-1 o GT • ZD u •. NI _ / N1 0 I Q if _ _ V ti en `^ Z N Z + t 1 I (CD I 'O U Ln .. v a N F-a m j 1 SAUNA I ,I (3)2X10 ACQ DJ x , _ _. ______ _ -� II / ' , I Iv r, >: w )� (�, _r _ _ 2XT0 ACO DJ fa?j�_C `4/ _ --, P4 2 4, O o 4, V Z ' a :c° ' - — (3j 2X10 ---rACQ DJ �w! I m . . ( z CI- I _ F , u t: LLICe a. 12 0ce NON-HABIITABLE STORAGE 11'') II i a 00Q z 1 M Ql 1 J6fI v .-- tU' G_ iI 10 ' (2)3X10 ACQ GIRDER(18"GRADE TD TOG) r.4 W)2X10 ACQ D1, 444I ✓ 3'0" 32'-0" �� ao ---- ---fit 0>, ® Q a 36'-0" "' d 1 > w f a Q /O N I - Ta (3)2X10 ACQ - - O 44 u --_IIIa a �✓� 4 -! O x1 ; i I N cl 1 t 1 ' • r - - - - _ _ _ _ _ _ (SEE PILING PLAN (SEE PILING PLAN - - - t- ; I PER JOESPH FISHL I I I) PER JOESPH FISHL I i t) ' • 1 1 'i I 1 .1 ' 1 1 1 I 1 ! e _ _ _ __ _ _ _e_ _, • 5'—a" '�_ V' (SEE PILING PLAN - (SEE PILING PLAN - - - - ' 1 PER JOESPH FISHETTI) PER JOESPH FISHETTI) , a .2 2X8 ACQ GIRDS' dw, „, F-------- 4X4 ACQ -� . ❑POST 0 Q Inst 1. fir/ O CONC.PIER O l^ I W o �-w z _- • `•--_.0 2�2X8 ACQ GIRDE . . .. m 1 V 1 2 f- I I 6'-0" CC p O U) ,C641a'SCA-., sv / c, 4,_,,, L,., ,...0,, *\ . to — 1).WOOD PILINGS AS DESIGNED BY ENGINEER.VERIFY HEIGHTS IN FIELD 5).PROVIDE 2X ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE .1C° q ;14' I, '�l4.4 LOWE" 'I 1 A AND ADJUST FOR MATCHING AND LEVEL HEIGHTS. TO BE INSTALLED OVER.COP-R-TEX TERMITE SHIELD AND FOAM OR I ' )•'-74,::..14... 'i`y t° t$w? C FIBERGLASS SILL GASKET. t s r�(." � ; 2)-8"THICK POURED CONCRETE FOUNDATION,AS INDICATED.UNDER � .3 .'s n e UTILITY ROOM. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND WA 1'-0"OF CO � E� y . " • DRAWN: MH/MS SCALE: 1/4 = 1 ; A INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A''&.‘" C� ;�' ' 3).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. MINIMUM 7"IMI3EDMENT INTO THE CONCRETE.EACH ANCHOR BOLT r� '�� Vv a f SCALE: 1/4"=1'0" BOTTOM OF FOOTINGS TO BE MIN.3'BELOW GRADE. TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. A, ,OF1,4s.,.!•;;11,0-, JOB#: _ 7a.*---e.- SL 4).VERIFY WITH OWNER IF BASEMENT SLAB AT UTILITY ROOM FOR RADIANT 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 1,?" Uccembcr 04,2015 HEAT PRIOR TO POURING SLAB.INSULATE UNDER SLAB WITH R10 DOW BLOCKING AT 8'0"O.C.AND MIDSPAN. STTE.ET'NUMBER: NE ''i JO- .P O BOARD INSULATION FOR ENERGY CODE REQUIREMENTS_ N ( Ai1NT A ME 3 ______ . ...._ . II . . , - . . . 11 :013 . -Iminilem. 111.111111111111111111 r.,' 4G.T J/t INI -r-4 3e� ‘,V1Lf. • iyI . Vi *F 43 0 t , -t:\‘ _-'11 , 1 i - -,-:; L t V.41. lir illIl )1111 0 9 1 . 111 ; ' . ill \%s j: f Ili - i .: 4.'t— . i ii4 . . , Ail Al . AI E '4 5, g .4.:•• i q )7 g ,, 1 (:,4_. : .. : 0. I � ! °., °H ,, J I1�I�IIII IIIIIHIOHIIIIII�� C; \ #1 1:4- 3 ). ;� ' 4 ° IiQ `1),, 4.1- � ; o �� � ° a , . g 4.c-i3 .;'-- (-)a. fi_g .,. 17111. 191/ Ill 4 /9. • . 1 1111111111111111111111 111111111d11111111 q 8c 2 -0 *- Il A i (-7- ---,--"J:': -1VL. t,i .. . r!.- •. i4:. 40 r iIiIiI - 111 orIilIIriI 111 „'.4l2I 1III11 , ii IM i ?_ 1i3 tt. i: � . ..•. . -;. 1l ! , 16 ii: . , 1.:•i. .:, REVISIONS 36'-0" 8'-0„ e / erg, . 11T1 i 9'-7" ,, 3'-91/2" ,, 22'-71/z" 7'-7" e f fa , fip , TW3046 TW2436 A ' i. tea, (2)2X8 HDR. (2 2X8 HD 2)2X10 DF#2 II ZN 0: 11j1 4411114 I III ce c (r) Lri el'irtlidi • :1143 CV II 41 1 lv-4 i2i _r - N VCO '� 1I . .. -cr) _: 1..__ X gBATH 2'-71/2"j,2'-71/2" •' N N �� N .o n v U ry l l ti wj a _ t. M o Nil 5,-3" �� \ I N `-� g?, <,2 �` (2)2X8 HDR. I II G rn w r 9 T N E-I LF BATH II j - -,.Q, _ l$I1411:Na111�okte# -I 2'-6" I II >" �N U 1_ U v V 0/-� _ 0 11 "N ci T.{ I '-)-• 1 i 0 g I FNT PIPI ¢ II nl I I p (3)1-3/4X11-7/8 ML .' (2).2X8 HDR. .. .o 'moi CJ r II al . sown . mo� . .mosnow . .�. . m.mm.. .:����Ii woo l" 2'-4" l `_X M �% PORCH I' I o In N BEDROOM 1 44116' 7" 5 „ 15'-O" CATHEDRA! o / ,r°' CEILING II 1,..)i4c1 v •S N = KITCHEN ' , 0 8X8 FG COLUMN" C] I::-_I: I Vr/6X6 POST(FYP)" rCATH RAI.CEILING 0 co to _ I M ' t, �' LIVING ROOM ;; o - . _I CATHEDRAL CEILING to VD n II 0] )) 0 - -(0u II6r Q ' ` pp X "� I r.."") r,,.y O V N N 0 II o II (T4 \N X l' Cl) f� N II II [ . ] ‘. 11 HDR. (2 2X8 HDR. (2)2X8 HDR- (2)2X8 HDR (2)2X10 DF#2 " (2)2 8tz4R- 1 •27C1L ;. 7 1._ 1 1 N -N N 4�;�ara ��‘ Q AW31 F\' •27611AI TW3046 w 9'-71/" 6'-91/2" 7'-83/4" g'-6" '-41/7" LID Ga -s, 0 P-4 W 36'-0" Ie 1 DECK , (°f) t a'' co a o ; 0 I 4 DECK N a 1n a n 1 N En , I I , 1 I I I I I I 1 I Q I I I I 1 I I I I 1 1 I ©/ 21'-0" I I 1 I 1 I I , I I I 1 1 LL e I i I I I 6 I / -0 I I I 11 -0 . I I I I >" I I I I I W Z LANDING . . 5 ci. I I I I Ir , I I I I I Q QJ 1 I I I I I I I I I I I I I I I II I I _ ''- • . . . . . . . 10 ,. n Ce O Ou 1).PLATE HEIGHT AT 8'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS ,11cztZ ' PPE ! FLOOR PLA 1, UNLESS OTHERWISE NOTED. I jjLO 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. t$3 rix ) 00 7).INSULATE ALL.EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ,-' '4� - t 1/4" = 1' 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. ` "c,,�'IN'E C,4_,.. SCALE: '''71,11,097--..., /a 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL . I, ". 9..r�, '��' P^ i OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF t;.t `,..-';,=''•r: ° '1 OSE 4‘11'4';' r ;:,>: ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON FACH SIDE FOR SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM .r-s7: . MICROLAM HEADERS. INSULATION 1,-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON At. 'f1ae�' '! CATHEDRAL ROOF PARTS. ` P. ' - '3 DRAWN: MH/MS r PROJECT 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES Y. t", l si" SCALE: 1/4"-1'-0' WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. j A 1 .:• t� /''f FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. BATH TO BE MOISTURE-RESISTANT. `._ .e `i�233 JOB#: ;-4 Op INbG December 04,2015 10).INSTALL SMOKE AND CO DETECTORS PER CODE. 4 SI IEEE NUMBER: M1JEc1 REVISIONS r. 1 J. 36'-0" 8'-0" 511 TW2436 10'-71/2" 5dri: TW3046 16'-51/2" TW30464,,\,iirm,,,4 11 111k IY-----"-"---ill r - - --- - = ti �� 3}2X10 ACQ DJ / ti Y � _0 - - _ - - - _ = _ — e - r--- ---0 _ - - -'- - - - - - - - - - - - - Q , .ate_ } .,.... �©4 0©V Ir (2)3X10 ACQ GIRDER(I8"GRADE TO TOG) (2)3X10 ACQ GIRDER ZN �� 1 - . W (18"GRADE TO TOG) r - - 1'' 1 m Iili I a L° AI � t r "'I � 1 _ =-' _ N I W \ - J _� � J vii ti N u W O ce UTILITY o BATH (2)2X10 DF#2 10 m \ a W \ z cis . Iv . 3 g N N 1 -'9 ...1 1 d n, z O J ,=, (112) 1 x ' - - - - - - - - -1-°.__ 1\1' �''-1 SAUNA M X (3)2X10 ACQ DJ N F_ C I _ w 1 �,6+ �, \ 1 1 i v W t, T _$ - - - - ` -0 _ _ _ _ _ - - - - - - - - - -r - - - - - - - - - - �_ ./2X1OACOD1r�16"OC f� _,,... r r U ti ( : - ,, `� N 1 , , O w w z x H — _ I ' (3)2X10 ACQ DJ —r _ I4 ti LL f3" LIJ = ' o NON-HABIITABLE STORAGE w t CY , , W • M \ W N o N NON-HABIITABLE STORAGE 3 1 z C J x •0 V M • 'Cl‘ 1 I J I IW M 'y, (2)3X10 ACQ GIRDER(18"CR.DE TO TOG) \ v 1 _ 10 _( - - - - - - - - - - - - - - - - - - =- - - - -- - - - - - - - �‘ - -e_t-- - - - - - - - Ej c/D z _ —13)2X10 ACQ DJ_ _ a \ � °\ 32'-0" O I -1-- O0c / w � CE w i 36'-0" Q' , x, l {3)2X10 ACQ a W C N _ _ Ou 1 O C 1 0 ^ � N , 1 N e" I"1'1 1 , • r- -� _ _ _ _ _ _ _c, (SEE PILING PLAN (SEE PILING PLAN - ' I-st n/� PER JOESPH FISHETTI) PER JOESPH FISHETTI) • PO . I 1 , I 1 , nn i I 0 S • (SEE PILING PLAN (SEE PILING PLAN • ' PER JOESPH FISHETTI) PER JOESPH FISHETTI) (1..) __te1 --0 2 2X8 ACQ GIRDE! a r rn a 4X4 ACQ PO5I CD 5 12"dia- r_ fi) CONC.PIEROO Lin wz I f. Q eg)2X8 ACQ GIRDE'. AC1' \L(>1 IN tI91t `4, m = '--- ------------ i , I "lam 2 I- I - � 6 O„ ' .. '- DEC ;I .1 ! ,a .4 `.1;� , �' ce 0 o I).WOOD PILINGS AS DESIGNED BY ENGINEER.VERIFY HEIGHTS IN FIELD 5).PROVIDE 2X ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE LOWER FLOOR PLAN AND ADJUST FOR MATCHING AND LEVEL HEIGHTS. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. i ^ i 2).8"THICK POURED CONCRETE FOUNDATION,AS INDICATED.UNDER SCALE. 1 IA" - 11 < 7 A UTILITY ROOM. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I I'-0"OF CORNERS, DRAWN: MH/MS 1 INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A SCALE: ii '•-i'-0" - 3).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT BOTTOM OF FOOTINGS TO BE MIN.3'BELOW GRADE. TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. JOB#: December 16,2015 SE 4).VERIFY WITH OWNER IF BASEMENT SLAB AT UTILITY ROOM FOR RADIANT 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.P•NIDE SHEET NUMBER: NEN PROJECT NORTH HEAT PRIOR TO POURING SLAB.INSULATE UNDER SLAB WITH RIO DOW BLOCKING AT 8,-0"O.C.AND MIDSPAN. BOARD INSULATION FOR ENERGY CODE REQUIREMENTS. EFj� j� UJ) Lid`T'll A-3 36'-0" 8'-0" . Y A I'-5" 6'-11/2" 12'-91/2" 7'-6" 6'-9" 8'-0" 1'-5' jr 1..,...„... mogigig 1 lo' X-BRACE X-BRACE X-BRACE -BRACE cc _ (2) 3x10 (2) 3x10 _I 0 _ (2)3x10 O 12)3x10 • _ 0 �)3x10 0- (2)3x10 _ O _, � C ` ----- ------- ---ri ill"l'—°"i A EXTEND GIRDER 1'-0"BEYOND EDGE OF PILE(TYP) Z11st W 0 —1\r--- L.' i• IIx0 m C A—A >;' N I.... C AA o 7—BI 1- o w CZ, W A C.,.., i—T. ' t " t , " O t " t j t) 1 —5 6'-11/2" 12 —9/2 7'-6" 6 —9 1 -5 _ .�_ I .... I Igcl z 11 (2) 9-1/2 OI • , O _(2)3x10 O _(2)3x➢0 0_ O _(2) 3x10 n O ` a x (2)3x10 1-- LVL N ( P _ Z H 2X10 ACO D1 0116"OC N O �{�III,I CONTINUOUS ... BLOCKING Z (2) 3X10 I I� ' g r- PI , ...0 Iu 10 m 1 ! ( I N 1-1 ' x' lo I to 00 I I , . O — (2) 3x1(T — ',2) 3x10 — 0 — (2) 3x10 — 0 (2)3x10 ! r X-B RACE X-E', X-BRACE 1'-5' 10'-91/2" 11'-7" 10t-9/" -5' o !. _ 0 36'-0" A B ....., B 0 v Q... I 0 i i 0 "co a I 0 I • I NIEt W X a N O. W 107 O — (2) 3x10 O — a (2) 3x10 OH Lio z • _ _ _ _ ___ _ _._.. .__..__ .__. __. W z J Xlo Construction Notes -Page _ O _ e Q 7-6 0) 3x10 x10 -Lo1 1 O O z mi N.. 1. Piles to be 10 inch with a 15 ton working load. Deck piles to be 10 ton working ._._. ..._ _._ • O • F— load 7'-1" 7'-1tt t-5t \ (n O = CO 2. Top of pile elevation shall be installed to obtain the Finished Floor required in _ ci) � 0 co r the Architectural plans 1'-5' 9'—l" 9'-1" 8'-10" W co 11✓ 3. X-bracing for the piles shall installed in locations as noted in the pile plan, .r V LL details of the installation shall be coordinated with architect to conformt 1 O CO architectural coverings if any 21'-0" 6'-0" 17'-0" —C.4. All x-bracing shall be 2 x 10 ACQ 1 1 5---X-bTa lgtan be-elimirratedifextel=ier--walls-have-*6-lattice_p1acccLon-a diagonal.— PILING PLAN 6--Exte-r-io-t walls shall Onperly-bramd-tora rd-b-ottnm to resist-wind-lea s 1/4" = 1'-0" - 7_ Pi1P rnntrartnr chall inctall the flack nilec nnlv Rnilrlinu Cnntrartnr chall in all TIMBER PILE SPECIFICATIONS 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH(AMERICAN WOOD PILINGS 12).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES ASSOCIATION}AWPA M4. OR MOVEMENT OF THE PILE TOP OUTOF TOLERANCE. 2).PROVIDE 10 INCH BUTT 8 INCH TIP WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASIM D 25,UNUSED, D RAW N BY: J F CLEAN PEELED,UNIFORMLYTAPERED,ONE PIECE FROM BUTT TO TIP. 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION BY USING A COMBINATION OF DRIVING CAP AND LEADS. 3).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C-SOUTHERN PINE 1.0 PCF CCA/DOUGLAS FIR 1.0 PCF ACZA 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE IF SUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IFTHE PILE CANNOT BE INSPECTED,SUCH DECREASE IN 5/12/2015 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTAI1ONS IN ACCORDANCE WITH AWPA M4. DRIVING RESISTANCE MAY BE CAUSE FOR REJECTION OFTHE PILE 5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. �+'' '"" SCALE: SEE PLAN 6).PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO 16).CUT OFF PILES AT TOP ELEVATION DIRECTED BY ENGINEER REPLACE OR REPAIR PILES WHICH ARE DAMAGED WHEN CUT OFF. /�O iti j"a"`� EXTEND INTO THE CAP OR FOOTING BLOCK AS INDICATED.MIN LENGTH SHALL BE 20 FEET '0 q 7).INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING,AS INDICATED,EXCEPTAS SPECIFIED IN ARTICLE 3.04 C AND JETTING WILL 18).DEVIATIONTO THE F FLOOR JOISTS LOCATION OF PILE TO BE NO MORE THAN 6 INCHES FOR PILES PERPENDICULAR TO THE FLOOR JOISTS AND 1 INCH PARALLEL ,SCO a '�".... ""°2•r r• = NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ENGINEER FOR THE LOCATION. � A�,. 1��' E' SHEET N O. 19).PILES NOT MEETING ASTM D2S REQUIREMENTS WILL BE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES 8).WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE CROSS- BROKEN UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED BY ENGINEER FOR THE LOCATION.OTHERWISE THEY SECTIONAL DIMENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL SHALL BE EXTRACTED AND REMOVED FROM THE SITE. •-0 A +`.1 't � ) . 9).COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES, 20).FIT TIMBER PILES WITH METAL SHOES ON THE TIP WHEN THE AREA OF THE HEAD OFA TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE II\f) e.t�1 �`+ . HAMMER.USE A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION OF THE PILE. � „ �"' �"Ap 10)DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLDF���.r�� Eill 21).AFTER TIMBER PILES ARE CUTOFF,TREAT CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE ° +� 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. AND LEGALLY DISPOSE vvv , : . / kir A REVISIONS I I „ ELECTRICAL C " " l�� f'U P : `Y 4, •.) NOTED W D - --._. _ - _ _ — _ _ _ _ �-�--- --. -� �_a - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE: J a.F.trs�Lt��� - -- _ ��_ -` �,! t * e n�, NO iFDI'J DEPARTMENT AT t.�J N 'J 1 _ - - _ - - - - 765-1802 8 AM TO PM FOR THE Ey - - - - - - L �J UNLAWFUL FOLLOWING INSPECTIONS: ,„.. t ...,, FOUNDATION! - TWO REQUIRED 0.•.i., �wr.. ► _ _ _ - _ _ _ - _ _ - - - VIII TOUT CE TI�ILAT� 1. FOR POURED CONCRETE ""Cr ''" °O© QF OCCUPANCY _ - 2. ROUGH - FFAMING & PLUMBING l — ____ ____ - 3. INSULATION �. - _ \ _ - 4. FINAL - COP STRUCTION MUST 6E COMPLETE FOR C.O. - "— PLUMBER GE TIFICATIOR• E ALL CONSTRU'.,TION SHALL MEET THE -' "ENT BEFD nPJ LES rti'. ;. REQUIREMENTS OF THE CODES OF NEW CERT;r;:;t,"r E OFOCCUPANCY YORK STATE. NOT RESPONSIBLE FOR _ DESIGN OR:CDNST!U:TION ERRORS. N I _ Sot-DER USED IN WATERtn _ - = SUPPLY SYSTEM CANNOT up ' u �, 6=--- EXCEED 2/10 OF 1% LEAD. r' " _ .____ COIN° 'L""r 1i WITH H �++�! CODES OF __ _ ___ __. .-_____ __ ._ _ - NEWYOFt�' STATE & TOWN CODES o z --- -_.- - ^ v_ __ .__ AS REQUIRED AND CONDITIONS OF PLUMBING ININIIIIMIIIIIIIMMINIIIL - ) Q 0-: 2 4 — - -\- - — J i I. SG'I� ," r '�G 6G":fiJ _ iLL PLUMBING WASTE --�--- -- - -- 11 It! , .�.- -. :i:.:, z &'h'A ER LINES NEED i' I TESTING BEFORE COVERING a r,1r� F+.h\ .iy PJ�CC7C'�C = ,I IU4 �� o I ____:__ _ #A en! f ��f3 ARE RECURRED ort -^� f- . c:r i at 765-1560 before ``: REQUIRED Cant:.: n�3 0o 10 '; _____:_ = !I's�t,• TRUSS PLACARDING + j.., Bacid,11, t`.', `, i '` i^incccr'S Certification !�; °; th2 t the drainaCc has been installed to Code. tjIf, "I S.‘ ""' O O H-WEST ELENA i.ONNORT .. WW SCALE: 1/4" = 1' I Q ww W En w . 44 - - - - - - - - - - - - - - - - - - -� - - O a . w Z0 - i __ -: -- _ o - [ .- _ - e -N u O In a i 1� 1�1' {L I at7 IJIwZ Ir) • cv r..i Q J - - \ - - .- `�i' -lam Cn p 1 I Intii'l% '.`t '`' 1 - ;i cd 'Cr Ivj '1,,1 y�� 00 1,\',1,,,,,i,',,,,,, I I "\a fix WJ [ 11 I l ,�,:a ; At, • -;,.rte ,241,Ft, ;elk, (21- / NI• En, i -, 'N .- LL !(I it i t+' — �t .4.,z4,(41:.4 . o DRAWN: MH/MS • i I I ti+'1 `E`I�'' I �' \ . 4 SCALE: 1/4"=1i-0" —�N =` +S Qra' JOB#: -1 d, 3 '� May 20,2015 =.� Q� �y�'��,,:� SHEET NUMBER: SOUTH-WEST ELEVATION SCALE: 1/4" = 1' A. 1 N THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN E MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND Stitt i KOGiCING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FRO O - REVISIONS • – _ —_- - ___ -_ - - - - -- - - - - - ---- - - - -- - - -- - la' „- - – - --- - -- _ ©X'wz — -____ o - o — 10 vi (ID U N. I a m m m " N CS rn K > s U c, 2 Lo NS Fl• u N. � ''' M :c S.I. r j., ,,,,;j Ej' i _ ISI I 1 i' — !I. 1 1 r I (" X-BRACING +' X-BRACING \'I l, — `1 X-BRACING -CO ( _ PER JOE FISHETTI PER JOE FISHETTI — ` 1'1 PER JOE FISHETTI I'I Ijt� t'S 'tl .1 I1.1 { tIJ ; ti (EI1 ? t, i — Ii i� !,1 ',,� }`\I. — itl ,;t'': .;1, 'i, ;.+ I I I 111"1. !,q' SOUTH—EAST ELEVATION o0 . . , [. 4 � I SCALE: 1/4" = 1' 0 Z 4.1 44 ww a ww O HF. w oz - - -- _ • v, r. -00 --- - _____ - -- - -_ --_�- ° --- -__ _ N W z - - \ - - - - - - -- - _ ' I ,.� mo N, Ill I 2l_ L UI iI- iOl ,imilili1;' U O v) , RI1I _ _ : 11 illi O ,` : ''" •‘li :( i X-BRACING X-BRACING "' yca ,. PER JOE FISHETTI PER JOE FISHETTI _ , _ 7 Ct 41P 4 i" i' 'oul .wis,,,.-% rii, ,,, ,; , , ,,,, i (. -..6., Lt.4 '‘'N ' ,+ ti., t,, �, ., i" DRAWN: MH/MSC T 1 tl :w k ,itt* \ of,"cteN. , `'° SCALE: I/4"=1'-0" 1" $' ` JOB#: May 2015 1. " SHEET NUMBER: NORTH—EAST ELEVATION Ma=-,SOF t4i-", SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR EG APPROVAL G ALL GENERAL DSkIA L li l;WORK. THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS A 36'-0" ! 8'-0" ! 14'-01/2" ! / • 4'-5" / 4'-0" 5'-71/2" 4-17-• TW2436 .. '- rr 3'-0" I�II (SEE PILING PLAN �'— - - - - - - - —� -( ` \ �:' `. }" (SEE PILING PLAN 3)1-3/4X11-7/8 v I"!' '' ' PER JOESPH FISHETTI) 1_ _e_ _r (3)2X10 ACQ DJ �►=� 1 0 PER JOESPH FISHETTI) - - - - - - - - - - - - - - - - - - - - _ — .•: ',, .011,• 0 LAUNDRY (NI LAUN6RICHUTE 1 1 I IFRQM A WE) Q I a ROOM --' T• co I I N W 1 m • J 1 1 �_„ 3'0" w I 01 ,71„ II " 2X6 WALL OVER • W I O D W 8"PC WALL w/FTG., .. 1 ce 1 I ; 6"SLAB,INSULATED - 3 I CL. o I ^ N z N °� ! -� 1 � ° 5, m 1 I ^ NI Iz W 7'-81/2" I 5'-5" U > " UTILITY I X '- - - - - - - - �W�- �' 1. a ' �_ v (3)2X10 ACQ D1 W �+ K x I ROOM WALLS OVER 6"AFG SLAB r>,* z -4-.1' v I 7 f I 8"CONC.WALL w/ (SEE PILING PLAN p 16"X8"FTG.(TYP.) (SEE PILING PLAN 1 1 '- " w O PER JOESPH FISHETTI) SERVICE PANEL PER JOESPH FISHETTI) �1 d°21 A' � -(�- - - - - - - - - - - - - - - - - - - - - - - - - p - - - - - - 0- -i1 0 m N ' vv �I��'I 1 N � tJ N) L'.6 ' I o 1 ;,,,N , 1IS (3)2X10 ACQ D1 _i_`'-' cz o • Im wI Ia _ • � 1 , IW ? O J iNi I /2X10 ACO D1 "OC a _ 3 , / O z I IN \ I a � 0 X INI- M , d1/4 X1 ' J W M W v 4-71 1 I /� v)w t� `v/ z -� - SEF PILING PLAN PER JOESPH FISHETTI) 1 3 2X10 ACQ DJ (SEE PILING PLAN PER JOESPH FISHETTI) - � ( ( ) O � I 1 Q o 1 O al 6) w 1 , (3)2X10 ACQ Q-1 4.4 �I 1 II �Q - a 1 00 ( -� o _ a 1 x p I , N L _ N r --0_ ';47,,(SEE PILING PLAN (SEE PILING PLAN , L PER JOESPH FISHETTI) PER JOESPH FISHETTI) ' L 1 _ ' I 1 I •" 5'-0" ,I,_6,.0 -� (SEE PILING PLAN (SEE PILING PLAN - _e_ --I I PER JOESPH FISHETTI) PER JOESPH FISHETTI) Q� . -.-. - e 2 2X8 AGIRDE' r CAQ O4X4 ACQ POST Q 12"dia. Z VO CONC.PIER r, o • Q J -_�'� 0 2Z2XSACQ GIRDE ' , m O F- QO Zii / 21'-0" 6'-0" 17'-0" ! i =. 44'-0" ! oo / 1).WOOD PILINGS AS DESIGNED BY ENGINEER.VERIFY HEIGHTS IN FIELD 5).PROVIDE 2X ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE c. 'y- AND ADJUST FOR MATCHING AND LEVEL HEIGHTS. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR ,o� �� PLI FIBERGLASS SILL GASKET. , , „�, � LOWER F L00 R PLAN 2).8"THICK POURED CONCRETE FOUNDATION,AS INDICATED.UNDER ^0.,,, ' i 1' UTILITY ROOM. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNS /.t ' '' DRAWN: MH/MS SCALE: 1/4" = A INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A -k' SCALE: 1/4"=1'-0" 3).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT „ ':°•.'` � JOB#: BOTTOM OF FOOTINGS TO BE MIN.3'BELOW GRADE. TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ( 44.€ ` '�, �� May 20,2015 SE 4).VERIFY WITH OWNER IF BASEMENT SLAB AT UTILITY ROOM FOR RADIANT 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ° SHEET NUMBER: HEAT PRIOR TO POURING SLAB.INSULATE UNDER SLAB WITH RIO DOW BLOCKING AT 8'-0"O.C.AND MIDSPAN. °L 9 �' PROJECT NORTH `r NE BOARD INSULATION FOR ENERGY CODE REQUIREMENTS. . N BETWEEN THE DRAWINGS,THE SPECIFICAI IONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND S+IEETROCKING AND SHALL SECURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OW REVISIONS ' A 36'-0" , 8'-O" I 1 9 -7 3 -91/2 22 -71h 7 -7 / 1 f' TW3046 TW2436 `1 ,1-_�,�7� I ILS L (2)2X8 HDR. (1.20X8 HDR. N \ >N.:,,,( J �� 6. %o`°© 4 .O__II Ali ,. L . o Qvcr" f}o� (2)2X10 DF#2 Q Lever.Q 1 N I cV I DC w v ISI ____s., 1 - „ 5' » , , , m ce -- A 11' 11/2" . -0 4'/2 / -5�,,2 -0 „ @ 1'-0" = o :- • 7 N 0 / 'd' W LL LI I • N o° 3'-81/2" - W BUNK ROOM 00 N o 0) o o _ _ / C° C N "5-< \ e. B,c) ill EDROOM /-Lo BATH - x 2X3 DF#2/ N \ „� 0 in CJ c16"OC /^Y J JZ m �— LINEN \u @ iv v/ `Li ►7 M m ` - (2)2X8 HDR. 1-f of ® tt f� M • x ^H\XLF BATH sLS '-32"_ 1 FOLD ALL UP TO ROOF \ i� r��1 ___N., c �' x 2 w }-6½" 3'-,2,:' '-6" 0 - i O �, q (URNACE I U X DENT PIPE [ Q Lu• O rn O o / (21 2X8 HDR. m CN v ,. CN O Y 1 1 I 2'-0" Im':- tl - 2-6" . _ diI.vAlli ddl 2'-4„ ) ^M� "� �� PORCH I t U C�1 °' o _ '•(2)2X8 DF#2 I ,-461, 6'• 7" 5` ' 15'-0" ilo s, o I ATTIC I X a. 2'-0" ACCESS . A N p \ N r� (D .(21.2ZIP.ft2_, I I � NN I c I 8X8 FG COLUMN _ I 2'-6" I KI CHEN oI w/6X6 POST(TYP) "CATHEDRAL CEILING 'c-- o 7,-4„ ,-91/2" -. = I 1 ,g" ,7'-4" ^`, , 11 I LIVING ROOM o \ N�k I ))1 CATHEDRAL CEILING LI U p LL O I I p •I - 1 r = M V r to 00 @) N- I X XI 0 0 0 co �—' _� (NI t 10 x Nl1 IN • y� ' 00 V N N ^N g (n O BEDROOMI I 1 _ 1 J O 1(2)2X8 HDR. I 0‘2X8 HDR. (2)2X8 HDR. (2)2X10 DF#2 a sk\ \ i' \ (2)2X8 HDR.r __- \ ,+� 027E11 AW31 F 27611A TW3046 W O 9'-71/4" 6'-91/2" 1 7'-83/4" -6" /-41 " (/) a O 36'-0„ o O - I / o I 2 DECK \ n \ a 10 0 o 0 I I DECK N o \ I n n n \ r I .00 VD p 2 \ U n n n \ \ 0 , I I O Q I I I I-�--( 21'-0" i , , 6'-0" 17'-0" , F-i-i LANDING W Z .— ,.• < O Cf) 1 I— LI --I n 11 ,,-(::$ I- o O (n 1).PLATE HEIGHT AT 8'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS ct z U P P E R FLOOR PLANUNLESS OTHERWISE NOTED. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. >r, 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ,t k'Ir'° 1/4" = 1' 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. xr;. ° �+�`IC SCALE: A �' c; 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 'q� a OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF ' "T' �a4,'. SE ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAMS. K MICROLAM HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON #1 .; NE PROJECT NORTH ��.s ig: DRAWN: MH/MS CATHEDRAL ROOF PARTS. , 4 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES SCALE: 1/4"=1'-0" WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. BATH TO BE MOISTURE-RESISTANT.- @� �+ ) JOB#: ,., 23' - -: 4_ May 20,2015 10).INSTALL SMOKE AND CO DETECTORS PER CODE. 'Q.g' d`lC SHEET NUMBER: A. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEt i HOCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 1 k,%,,\II:9 0 04 L. .: '' I , . , II I I I I I I I I I I I I I I g. _-_.. CZ TN /� �.�i N ] 1 I Q VI en st I ' f9 I I 12 �`� a m , J • I 1 N 7� I I j x >+ w I I .2 is � z �'� v IX) 0J DO • I til .''' O 80 n I I . x A a I 12 � x .t I ' N. 12 STOVE PIPE �7 9 FROM FURNA0 tzt n PER CODE 1 I OGEE GUTTER-STANDARD 5" ' ' a NOTES: ——— ---- (2)1-3 4X11-7/8 ML RIDGE 1).EXECUTION: l L [2)T-3j4X11-7/8 ML�tIDZIE / /2X10 DF#2 RR @16"(?C A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. �1'1X10 DF#2 RR na 1i,'+OC I 1 1 I I I / I I I 2).PREPARATION: 1 I I I I A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ' I Ia ,I I I I B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR , I I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I I ra f C). PAINT CONCEALED METAL SURFACE AND SURFACES IN CONTACT WITH DISSIMILAR I I I I I METALS WITH PROTECTIVE BACKING PAINT. I I . a , 1 ASL. 3.INSTALLATION: I .9 • A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. R I l 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. �v r ' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND •• y ACCESSORIES. I ! /A B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 1� I 12 W (� 1 CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL � CONNECTION WATERTIGHT. 1 1 • I 4).PROTECTION: ' A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. I B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I a '^ COMPLETION. I V 1 O 1 1 , --16"OHO RR O Cl _ all 11 lori ROOF AREA: 1240 SQ. FT. . �.— B f�,/'f 1 I MX PS-400 CORAVE1X6 E&CB FASAZEK CIA VENT STRIP AZEK SOFFIT AT 100% WATER RUNOFF: 207 CU. FT. '►z1 5/4X8 AZEK - FREIZE BOARD PROVIDE (1) 8' DIA. X 6' DEEP DRYWELLS SOFFIT DETAIL DRYW ELLS CAPACITY: 253.5 CU. FT. Q F#2 COLLAR TIES AT 48"O.C.. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP Z CC W Z ROOFPLAN 1).INSTALL 2X6 D PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR 0 \ W SCALE: 1/4" = 1' 2).SEE FLOOR PLAN FOR CATHEDRAL CEILING AREAS. TO INSTALLING UNDERLAYMENT.ELL ENT.UNDERLAYMENT IS NOT • m 0 TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK Con ^ SE 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. DAY.COVER WITH HEAVY-DUN TARP UNTIL ALL ROOFING V 1 IS COMPLETE. 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE ' fY O / NE PROJECT NORTH EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'Sr--1 0 (n 1� WRITTEN INSTRUCTIONS.USE GALVANIZED(ZINC COATED) ?--I Z N 5).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA. Z In INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. �� USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH 0 op SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. WO At /-4"3"L"',111;74%. F. ' ''�'}., DRY WELLS TO BE 10' MIN. . . .. . 1,44;r044.i.,,,,c/e:,*'''''''S, �`��--� AWAY FROM HOUSE ‘, A � DRAWN: MH/MS r Alt' ..-%m -;:p c'AV.rc o t �' K SCALE: 1/4"=1'-0" - 0 ;* .sP?.a ,'c- . JOB#: t 00 o c i� , ;`:"... Q..4 May 20,2015 � �q ,1 „ .,C12 ;: 4° ,' SHEET NUMBER: ...5 LE ROM PAINTER TO PRIME AND PAINTTY ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS.AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOROR CONTINUATION OF WORK. GENERAL ELE:O TRACTORPLUMO COO DINAT PRIOR MEETING UJIT INSULATING AND SAPPROVAL O ALL GAND ENERAL LL CONTRACTOR C SHALL OO PRIORTONSIB RECEIVING ALL BUILDING DEPARTMENT N INSF.ECTIONS ROUGH MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT REVISIONS - - \ - - I I - Z FURNACE VENT PIPE � TO BE INSTALLED PER . . . . . . (HOUSE) (HOUSE) r (DECK) J1 'ti — -� -— MANUFACTURE.CODE —SZSZStSlS2SrS�S1S SZSt42StStStSZS�S 0I �� I (2)l-3/4X11-7/8 -��� -AWOOD WOOD I ' I WOOD ML RIDGE II �I� A 'A GIRDER GIRDER GIRDER 1I --- INSTALL 1"T&G DOW BOARD i�,��T2X6 CJ • 16"w 3t�� w/ 1/2" AC EXT.GRADE SHTG. PPP 12 .. F ' . 7 FASTENED TO BOTTOM OF 61::: 011 JOISTS w/S.S.SCREWS. 0 :‘, � j��,al .' l OI O ofi/ f�►M • 1 i WOOD WOOD �� WOOD' 1 10*, PILING PILING PILING 1 ! '00 111 Al :,- 52X8 CJ @16"OC `3•;411%CZ1 •© b \ 1 I ►�. iii ■� VII I 0.0. II1111 1111 � 1 1�, I 1111111111 - III aI �I 1 ( � — «' o F:=l2X6STUD_ iI' ' «I WALL(TYP.) N ' ' ON yltsiU ` Its N — - - — __ _ I I 3/4"SUBFLC/OR •�� •I. ~"I — - \ - — 2 - _ Q R WI . 10XG6.. 1 1S2S2SZS2j2S29-1/2"T11110F1@16"OC2S2S2S2S2(? 2S2S S2S2S 9-1/2"TJI110FJ@16"OC2S2S2S2S2S2S21n v °�, (HOUSE) ~ (HOUSE) ——— (16^oc I BLKG.v''� -1� II \ 'M�•'-1I — - - — C) oo (2)2X10 (FYP) «, - ill zS�S2SZS2S�S�SZSZS1S2S2S�S� ACQ � , i� (SEE DETAIL = El) Um: U M WOOD GIRDER : 0 : CENTER lin !( -4E-1 GIRDER AND wi JGIRDER WOOD I o I) — II ' GIRDER AND PILES PER «; o INSTALL 1"T&G DOW BOARD ,I ( PILES PER JOESPH FISHETTI " �� 2X6 STUD .e, ,•� w/ 1/2" AC EXT.GRADE SHTG i I o , - }l (,r CO WALL(TYP.)N - R' FASTENED TO BOTTOM OF I 1 1 11 JOESPH FISHETTI I N: O JOISTS w/S.S.SCREWS. • 1, 1 r +1 1', «; — _ _ 0 5/4 DECKING /(T «;2X6 ACQ SILL PLATE WOOD t WOOD - - 2X8 ACQ @16"OC ' � «, TERMITE SHIELD PILING PILING -+ , �,1111 I / 1 01; SILL SEAL (( I 4X4 ACQ (2)2X8 ACQ 6"CONC.SLAB A' O �y GIRDER T= o• .• q.• • • �• L.+T . . • ilk? \ POST �; `. . .-. . . ' .•' •••: `'. CONC.SLAB I ( CONC.SB 7, .4 ' RIO FOAM INS.DOW BD. '°� (TOS 6"AFG) (FOS 6"AFG) O a d 12"dia. p a•,d d 8"PC It' •-•• . Z 1 . CONC. ap, Ii t WALL • • 8"PC I O 11 1 61 • 1 l • 11 1 11 111 1- 111 _I 1111-- 0 D1 f 1 I f C."v. . PIER v.:LI a•o •••o WALL E�--1 • - ° UU • 0 __ �- NAIW1-1 I - - -� - - 16„X8„ 16"X8" - - � - - F—, Ma 1 CONC.FTG. CONC.FTG. 0 \ x a x SECTION A—Ar.:1 c__.) on "ry SCALE: 1/4” = 1' ( ag v)Q I I I I 24"OC I Wr j�l I 1Q•/ ( �Q• ` / ((pt. (�I 1 I IP 1 ' O 1 IO•I. 4" • I•r •• • O lltilIII 1 yl l 111 r J 'til 1 I r 111 Illi IIS r 11 I I I , a" H+ 11 I( II ( 1 ( r rivEiii.iI � IEll ,1 a ~ a I 1 1 1 y b l l I 1 I o - ---- -- ( ' •/ f I / I t o11 o I 10 ) if I W d I ti I , 1 1 I ` lI l y I I ( I I r _ C4 I , ( 1 I \( I #10 STAINLESS STEEL I I ( \ 1 I I ( ( 1( OR GALVANIIED • I1 • I O, ( ( 100I ' ( 1' I H WOOD SCREWS W/ I I� I I�_,, 1, �_ I n� WASHERS@12"DC. I I�,I 11� I I l l ' _ I 1 03 12" I r• 1• • II ' I -I 12^p.D. 12"aH I ( I ti o I I I� I 1 ( 11/4 f •,1/4 01 1/2 •1 1/4 01 1/2 1 1/4 I f � I I I I J I 1 � I 1 /1 , I •I _ ( I • SINKLAV. W.�. LAV. W.�. )OI 1 if/ l 1 t I/ I I 11 l I I 1 \ SHEAT3/4" APLVWOOD L) I I I 1 SHEATHING D.W. IS 1 / / I I / , 1 1/2"APA RATED SHEATHING 1 I 1 1 I ' SHO' ER Q J , t 0 —GRADE PLYWOOD r l ��M P I 1 10 , Pi\ 1 1 (01 1 1 I Q/ I , I (ALTERNATIVIVE:7/16"O.S.BJ l ( r rIl , t , I I I , O I r T 1 I 1 Q 1/2"APA RATED SHEATHING —� -- (II (I�. S— I I�20p2�O ' ( ( � RNATNN GRADE D7/16"OlE.) 1 I II C.O.I' `3•e- 03 011/4 3 II C.O. ^ LL / I l Illl ` f I I o0 1 h1! 1 #10 STAINLESS STEEL I /I ( I '1 IO /I ! 1 '—J • OR GALVANIZED �•II II i 2X4 DF#2 y I ( I I I ( J WASHE©12" tD SCREWS / /" I ( ( \1 ' ( \ 1`\`OI STUDS 11\ / //.�� O I A I ( II WINDOW SILL .1 0 ( 1 • �- V l 03 1' TYPICAL WINDOW OPENING I I j1l--- I " =��ir��1 �� ���•�'-�-- o 11/4 Q : S I 1 (LESS THAN 4'-0X8'-0"OPENING) I 1 II I #losrAlNlFssEL 1I 1I I` � I OR GALVANIZED W `^ �i ` 1 I— I II I I I ` 1 —' I I I_ • I I_I_ li I 1 11 I OOD WASHERS SCREWS"D.C. ct z v/ 3" TYPICAL DOOR OPENING • C. W.M. F.A.I.1 MULTIPLE PLYWOOD ASSEMBLIES /I 1 1.0 (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DF#2 STUDS CONNECTED t�/ 00 TOGETHER WITH STAINLESS STEEL ti �/.J�tI- ) '" OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2,0"O.C. O 1 1/2 /�.� TYPICAL MULTIPLE OPENINGS I C.O. `^v (MORE THAN 4'-0X8'-0"OPENING) h+i SLOPE"1/4"PER FOOT 4 .' - PITCH TO DRAIN !TO APROVED d�,y� .�` 7.:� d .�'� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4" SEPTIC SYSTEM � � Dom, : MH/MS 44 ''0 ° r` ,`" SCALE: 1/4"=1'-0" AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) �'ay ap", '.> -r JOB#: 11`1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" . ,,=, {�:�, n1' ;AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO PLUMBING SCHEMATIC :‘,..412'i,V)i � 3 '� rfi;. May 20,2015 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL " SHEET NUMBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. . �' `• _ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ' • > HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N■T■S■ • ; ++'�,, " �ty f' 6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPOI:SIBL£FOR ALL BUIL�IN',4 T.G1E'CTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROGKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: rmmurrrr-WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, \11-111/.1)WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. \ " `1).INSULATE HEADER UNCONDITIONED BASEMENTS: 6.1 : r i� 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. "eic r'! 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 4. +11►©o� o©© BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, REScheck So .are ersiOn ■ ■ WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE r. 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. .1 �_' C Ce , ��: 2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME moi. icate AND VOID THE WARRANTY. FRAMING: 'Y PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. o SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. N ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. tien BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Project , U N4 I-I m M RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): . en ", RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Energy C e: 2010 flew York EnergyConservation K • t CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. x t- cn° Z 4n INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Lcrga'•'•:.�i3• Su i of ` County, New York . cn p o0 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS Conon Type: Single-family , a, „ m STANDARD OF 2.0 CFM, (ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: COnst ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Priest Type: New ruction V M BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. Condor Floor Area: 0 tt :° Glazing Area 1E% o SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: E IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER Climate Zone: 4 (5150 If DO) a FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. Ferrnit Dote: MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: Permit Nurriber: HEAT LOSS.GENERALLY,1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. Ca i'"tr'tdr''tbn Site: `t r'r ter Agent: Designer/Contractor: 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PAIGE AND SI-INN Mark Schwartz, Architect PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES 1g5i NORTH gA r'1EW"/ROAD P.O..Box 333 INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL: SOUITIOLD, NY €utchogue, NY 11325 SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. g21-734-41R5 HEATING.VENTILATION AND AIR-CONDITIONING(HVAC) mksaritee '», 9ine 4 EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 44 HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. W HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. '� Z 3).SEAL SUB FLOOR JOISTS WITH ADHESIVE. x rrao, :y. , e ». i3 .. .. � HVAC SYSTEM EFFICIENCIES: 4.SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE ® " `'' " "'A " Y I- �- 1!:" • ''e THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. �"''°""""' """'" = "' ,- � �� � � � ' •' "' a ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL co o1l2r : I2t_ , Better Than Cade MRK.11111Z11 I`IA. 261 ''ctr U : 226 a, MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: T * Nittbirrc-Wura*Than Coda b.ctiks regebst= haw amnia is complianct tht}Inman in iin area an a m&bmtia,aff mita. HVAC CONTROLS: 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE t goes NOT pre4/4111 an anti T+ of/Marv' er it* IaE to a m ort `ham.HVAC MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE CEILING WITH ADHESIVE. 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM O � CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS4-4 . (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. E ve`f Assemblies l HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT RI AIR BARRIER TO THOROUGHLY r: 4).PROVIDE BOTH INTERIOR AND EXTERIOR :, ,_, _ -: ... .. ;, _, ;� ,:, r W Z WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 3; W LEAST 5 DEGREES) ''"�' ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. „ :, ,; :;;.`,•:' »,.•;- „ ,;"t: ;,:, ,„,, . .:-: ,0.M'.. : `, HUMIDISTATS MUST HAVE THE CAPACITY TO "• ,'` : ';::y ' : SUSPENDED OR REDUCED.SIMILARLY, U 'r''':1.',':'''., .' '.. ,r... ,. ... , V�, _' ;.�, �.�;:� v fe.•, :a (SUSPEND OPERATION) BETWEEN 30 AND 60/o RELATIVE :. s. .z , .E>.. ?,,... : ;.,x .,, ,'.w:j-,4-4.,,1,4. 1 PREVENT ENERGY CONSUMPTIONDROPPED SOFFIT ON INTERIOR WALL: :..".a,,. .. , „ ,... ...s.- .. ,.. ,,,;. •%e,a,,;t; -.,;r, ` , . '•le.LLa,..: HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT � � 1 ~° °° s ^ � TEMPERATURE. TOP PLATES. Floor 1:Steb-On-Cirade:Reeted 4B 10.0 0.702 34 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN Insulation depth: 3.0' VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Floor�.2:All-Wood oL e'er Over Outs a Air 755 30.0 0.0 0.033 2g DUCTS AND PIPES: 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE W5/11:W Frame,1g. c 36'3 19.0 0.0 0.0g0 20 DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN SA INTERIOR SOFFITS OR HCHASES. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE 3).SEAL AAIR IR BARRIER JOINTS INSIDE TTHEE SOFFIT OR CHASE. %Tir dam.1-Woou Frame:Double Pane with _E 5 0.3.20 3, R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: r 1: id 21 0.300 DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES, BASEMENTS AND CRAWLSPACES Doo1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO CA MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. " THE INSULATED ENVELOPE OF THE HOUSE. We 2:Wood Frame, 1g• o.c. 5G0 15.0 0.0 0.060 4S 0 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. Q Q IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. Window 2:Wood Frame:Double Pane with Low-E 130 0.320 42 0 R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: INSU 1L•. TE. Window 3:Wood Frame:D utile ?eine with w-E G 0.300 2 �..{ DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALLW Z FULL LOFT: Door 2:&est: > l. 0.320 20 PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND •r1 SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. Ceiling 1:Cathedral Ceil€r. 3 B 30.0 0.0 0. 13.4 10 r--I Q Q MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. ��/-�I m i TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING FILL THE CAVITY: Ceiling 2: get Ceiling or Ss' rTr 55S 30.0 0.0 0.035 15 c UL 1816 MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES,SHEATHING SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. ��}•••••••••jjj 0 WRITTEN MATERIALS: ct Z WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT ch WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE CUT AROUND OBSTACLES: Lo TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND 00 ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. � ;1r C ,'" EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT ,� F� THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: ' ., , ,,. FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE Pro ct Title: R ,lam; y `� AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ;r `� IF THERE ISA GAS RANGE. Data tafilenam : `_"�t'xas r ) Ta• r g Stat9F�"'•f\DocU"�T11E3ntsk tE` checkti...t"IGE-' IN .r'1Ck i 3 it . '.;3 ...4.,..,q-3 .� +t ar3 :•� :. �°'� DRAWN: MH/MS VENTILATION ACCESS OPENINGS: '°•t+..". ", MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES,SCUTTLES, PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE ,,lit ,-, /, '"' ,i >� .pSCALE: 1/4"=1'-0" THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. ' /' ;W r' JOB#: VENTILATION RATES. 1,t.A. � #•:S May20,2015 CATHEDRAL CEILINGS: ; C*2 J59 :.+ SHEET NUMBER: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE - ez p , :t9 A MINIMUM VFNTII ATIClN BATF CIF Sn(FM INTFRMITTFNT(IR 7n CFI�rcm NI InuC ,447 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. "+•-._ . .. "' -7 REVISIONS WIND LOAD PATH C ONNEC TION AND C ONSTRUC TION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 11111 01.1111.000/A1 � � 11111N�IIM11KING STUDS I tt 11, RAFTER �` WALL STUD �• i,tt ,,r Y }�C ENDWALL CRIPPLE STUD �c1 � •���I ` BOTTOM PLATE \\`J0 A tt� •r.10' RIDGE ' BATHTUB -\, '.•o; ",. o°©/� HEADER "� B` LEDGER ! ' © /.%�� I I �` '''�\` q0111% DOUBLE JOIST ` ` IIII J SIDEWALL ,` �' ' ' �\ �� IIII I RAFTER �� II - V"" JACK STUDS f `` FLOOR USP NUMBER DESCRIPTION APPLICATION B II� I IIII HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS IV ' '' 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. rr 2ND. ADS5 gNCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE H THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC N WALL STUD —1110%, r j� a r THROUGH-ROOF EXHAUST 4. ►] 1 r • VENTS SELECTED AND tt ,. `'- METAL STRAP —�'/-- ��/— ` LOCATED BY CONTRACTOR ,.. U Z .1'.t, RIM BOARD i VENTILATION CHANNEL °' w AS REQUIRED 0 oa i RAFTER w M RAFTERSN n SILL PLATE(S) , 9 ` , VENTILAITION )1S U ,�WOOD JOIST tMFOUNDATION - •Q •' TOP PLATE 404 ,�, ,��\ BLOCKING\ , ,"1,,\ ' , 2x4 LEDGERBLOCKING V414111111 1II o • • • _� 2x4 SOFFIT JOIST 1/// STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC ��� ATTICSHALL BEPROVIDED WTH A FASCIA AND .ALL WINDOW/DOOR OPENING JACK STUDS ' �� �� MINIMUMNETFREEVENTILATINGAREA V ' GUTTER � �FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD "J NOT LESS THAN 1/150 OF THE AREA OF I/I��II 1�iTHE SPACE VENTILATED. ALL OPENINGS 1 WOOD GIRDER Itllll� I INSTALL 4'0" O.C. i SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT ��1 f 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESHCON TIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF Vs INCH IN DIMENSION. INSTALL 4'0" O.C. LOCATION LISP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDSCONNECT TO ON ALL OPENINGS / `.;' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS , ' / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 'i' 2ND. FLOOR WALL / ' 11 .. . liti A r r ���``.�, fTl RAFTER (/) ~ 0. , ,..„ 4 NIP.' WOOD JOIST Al 41111 iI r: O TOP PLATE '11i,�. ' ' w E-• . 1----- _.., il _.,' _.., J.- ----;-..........4,..,/ GIRDER/HEADER 4110%, ' U • 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ��; WOOD JOIST � bi O •/ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD 0 I W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION / \ 0 Cr) , 0 z INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q„1 O ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (, RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE \\ \C.C:::-.>) TERMITE SHIELD �\\\\\� I 11 SILL GASKET• �\\1 TYP. CONC. FOUNDATION n CONC. SLAB \ ` 6 MIL. POLY \\ V DAMPPROOF EXTERIOR V GRANULAR FILL ' 6MIL POLY ON EXTERIOR � A \.4 9 N I /I1 V ^ • STEEL COLUMN �I/ (. ` `k `'. CONC. SLAB �. ,. .%.:Fyy ANCHOR BOLT EMBEDMENT: ihkilliki // I __ ( /� • • i`• ,i• )'Q POURED CONCRETE: 7" •• O Q i}�•. • V COMPACT FILL __ • �• :• BLOCK WALL: 15" •` O 111141411m01 KEYWAY FOOTING V ^ CONC. FTG. A .4 Q p 1 C USE WITH 3x3 SQUARE WASHERS `• i a.•r*:;.*.e ;t " " ANCHOR BOLT CONNECTION (USE LBPS58 OR BP583) �• ' b. 4 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I DRAIN TILE � i V' ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING yr* Z SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC r '-•-• O TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC �^ WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) v` _ E— WALL BOTTOM PLATE TO FOUNDATIONI-0 ( SLAB-ON-GRADE) 1-2 STORIES 57" OC O (A I SUB FLOOR ct Z CONC. SLAB I�lIll DOOR FRAME ^A LO 6X6 10/10 WWM GARAGE JOIST COMPACT FILL I p00R tI I I II USE 2X8 STEEL BEAM FOR BLOCKOUT • 0. 4" SLAB i:, W/ 6X6 WMM \ SLOPE 1 P.T. PLATE / . p..� • tl A . .r• e 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT p . 1111111111111, �._ 'a' ` 1 Gt ••1,7 1/2" , .• • • (WITH A NAILING PLATE IF NEEDED) ,> -- ��• �••. 0 p • n• :• • . • TO BE APROX. 1/2" OR HIGHER THAN to •c �l�� '•I• O • • STEEL BEAM TO ALLOW FOR SHRINKAGE • ,, n G'ADE • d -' a ' • d • 4 • 4 4.-...: '•11-�i.�1�'l e p e C • • • j�,�•••:��Wei (PROVIDE STRAPPING TO KEEP JOISTS AUG ,�. '" fr ti SC ^� rr +� DRAWN: MH/MS 12" ':;.*!%'A i'�=O J .',,•,:44•:"....'.,.•;;`.. � 6X6 W.W.M. .4 i 'A t o =i� =HI 0 j�jj 5 ;: • o o •� r�Y MIN. 1 eis r• 8 P ._ ••�, •n 4 A'a 411'4 4 4.•, • •e �` 1=1 i'• A C o O • n w♦• Y 00 t,:;k ms „ ',` ~ -" '` SCALE: 1/4"=F-0" 0, /f• 4 1 ' REINFORCING BAR a e•o • II-II aST n • ' DRAIN TILE 1•18--10•1 AA A REINFORCING BAR a"•I _' ' 4 �• e• e _ l7 ':•, 12" .e • n .sur-.•au QST JOB#: �)„ °. .o• ll=P • EL B r { .='` V May 20,2015 • � `♦` _al 1• (BOLTEDBEAM) '�"`" SHEET NUMBER: 0. E 0 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •" M, a C1239Cr.^" REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. -Yi„' J GARAGE DOOR BLOCKOUT '.i.k.k....,...........f. pia ...;" REVISIONS • 2x stud• wallas 16" Plate nail-16d(3-1/2") ALLOWABLE HOLES -TJI Joists L_ JOIST DETAILS Platenafl-164(3-1/2") , box at 16"on-center* /on-center box at 12"on-center Ion-center Floor panel nail•8d INTERMEDIATE BEARING loospanel nail-8d 2-1-2" " Load bearingor shear wall NO LOAD BEARING WALL ABOVE �m I ' ( ) /// 2-1/2")common at 6" See See eta nae may be common at 6"on-center* above(must stack over wall g a,�rd�,�dr nvwnar.ln on-center we6wt. I' Web stiffeners seeT.me see Tablebelow) A y •�g� webouchae:one DO NOT !Nir %ii required each side Blocking panels Load from I cut ornorchne gen. ...........! "or 1-1/4" �� 1-1/4"Trus 1� Blocking at B3W above Blocking \ Trus Joist \ Joist rim •anal may be required with l' t► 10 panel SII /// rim board* board �' 2x4 minimum shear walls above or \'I 76" 6 TI I I� ` squash below-see detail Bt ���1 1-1/ ' L 2 x 0 1 of •1.2 I z x L 2 Dz �� / \ •\ • � ""'"'''''..-• ` \ '\ b' minimum minimum 6' 6" // 'j s�•+ i 11.: \%� oe nail•104(3") I' `I 12" oe nail-104(3") ..------.441/4"11111141'.' �� / blocks �Y �,�III� (.PP1mrron \�\��. Ip box at 6" I� box at 6" ' Iq "'� nae:exrept -cur �Y� �t rVr. , � on-center* i . on-center Orb. lb ` / ,•! knockouh) Do not 99 � �� ' ® �,(I\ Table A-End Su ort otevoh'°"k"" Remove tongue and groove Bl Bl \� � 1/16" (. I no NOT 41/ 411► ��„/ PP cur holes J cantilever +1►,'/ fir►a 41► from floor panel edges Boun.ary nailing O -i ��) I� Minimum distance from edge of hole to Inside face of nearest end support reinforcement. ..r - o oQ �f % supported 6 1"a-Rim®to ♦ I 2x4 minimum / / \, PP Y ed(2-1/2") stall proper blockingWeb stiffeners �III • ROUND HOLE SIZE SQJARE OR RECTANGULAR HOLE SIZE III ensure quality nailing. P P II squash DEPTH TJI 9 tY g common at 4" required each I' Ti!rim to code minimum for on-center• to support all panel side at B7 W and blocks 2^ 3• 4• 64/2. 84/2 51• 13• 2• 3' 4• 6-1rz' 8-1/2 n• 13• Dist with A3 only.See Trus Joist Framer's edges 82W Use 2x4 minimum squash no r.0" rb' 20' s-o• r-o" r-6" r�• a'a^ Must have f-3/4"minlmum :sloe: ket Guide for nst ruc ion cod elation See Trus Joist FiamerJ Pocket Guide forB2 Ir•l;S 63 63 CS blocks to transfer load9.1/z• zlo r-p' rc• z•v s•-o•Al AZ 3.4" around TJI Dist O Joirt heeling et ends pecifications. additional installation specifications j 360 r-6' 2'0" 3w^ 6'0^110 1'-p 1•-0' I-0' 2'-6^ 5,0'6'-0"len hof TJI Joist 8"diameter maximum holeNail Trus Joist rim11-7/6• 230 1'-0^ 1•-0• 1'-0' 3'-0' 6'-0' , 1'-0' 1'-0' T-0' 5,6" T-0• board to blocking Attach reinforcement 360 1', 1'u' r-s• 4-b' T-0^4'-0"len hof reinforcement and for 11.7/8"-16"deep 560 I•.o• r0• R6• r-0" e•-0' roe 2'-p' 0-6" r o" 5-pgt 8"diameaximum hole with connections to Joist with one 8d 3/4" for /8"-16"dee filler block.Use blocking panels;6"Web stiffeners 9 P equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 1-0" r-0' r0" 1'0• 3'-0' 6'.0•B"diameter max mum hole reinforcement 4'-0"length with diameter maximum for9 for 11-7/8"-20"dee ing panels;6" deckin schedule each corner and 14' 230 r-0" r-0" r-0" rv' 3'-6• 6'-6• r-0 r or-oawe roe s'-0"si uired each p on one side at 9-1/2"and 11-7/8" blocking panels 9-1/2"deep g Oside at E1W blockin anels:6" diammaximum for Trus Joist Attach reinforcement TJI joist web with 2 rows lOd p - - -0• - B-o - r-I g P E2,both sides blockingels 9-1/2"deep TJI joists. or shorter than 12"long. rim board Blocking panel between Blockin sbo -0' lb' lb' 2'-6' 6'-0" 9-0 -0' lb' 1'-6' 6'-6' 9'-0' 10'-0diameter maximum for at E3 !o not cut Flanges. to joist with one Bd g (3")common nails at 6" N' or shthan 12"long. .� ach joist,Nail to top �/ anal 210 r-0' r0' r-0^ r-0• r-6" 3-6' s-0' r-0' r-0• r-0' r-ee-b" gw' ro'-6• " '+ �1.locking panels 9-1/2"deep (2-1/2")common nail at P /-n-center,clinched.Use 23o r-0• -0' r0' r-0• z'-o^ a•-0" sb' • e ' ^ " ' " •,, ot cut flanges. late with connections 16' ti N,, or shorter than 12"long. ,�- g ` each corner �. P is 16d(3.1/2")nails with 36o r0• r0• r-o^ r0• 3'-p^ 6'0^ 9w• r0^ 1�o• r0^ a'-o^ 9'0. 1a-o^ lob' n \ j Trus Joist \\ ' equivalent to decking ``-,� LDo not cut flan es. �/� 3- "TJI joist sbo r-o• r0^ r0' r-0^ 3-0^ 6�6^ 10'0' r-0^ ro' r.o^ ' • 10' ^ •-0" 1r-0• U --� �, g \ / rim board schedule. r-t + , \ Trus Joist 12"length of \�� �"• :e widths. 4• 6• B• 10• u• 15' 1r 4• ' 6" e• lo• 12^ 1s• v 1 Ln r� •�ll�''+{{I /T;WOI* ! rim board ����\'.fl •ttach �`�I 3/4" g �,.\{ 12"length of \_ 18, 36o r • r0' ro' ' • s•o• w+o• r-o' r0• s0' to'0^ True 13'6' a 1�-I \,� 1: � 'i �I�\, ii reinforcement to �, reinforcement i. g/q" � : sbo r-o^ r0• 1'-0' t'-0' s'-0' Il'-0' 1'-0' 1'-6' 6'6' 11'.0' 12'-0' I4'-6' tt ^-4 m ~ k •ttach reinforcement joist web with 3 ononesideat �IIreinforcement zo• >,; wsus Joist rim / to joist with 8d(2-1/2") rows i0d(3") ��' E5,both sides / �� • • • "+-•` ko/ on one side at ,yU Z�ii board common nails at 6"on- common nails at 6" I' at E6 l� E7,both sides Wood /I •A e Table B-Intermediate or Cantilever Support U -to• W °J W / 0 t(x center.When / 0 on-center,clinched.10 at ES backer / es ,�kd` e< • '--I Face grain 1,,a0 v.,,,,,reinforcing both a+,tss�� Use 2 rows with 9-1/2" Less than Less than ,`I,Ztte enc ��f�toad5 Mini num distance from edge of ROUND Inside SIZEnearest intermediate ORRECTANGULARHOLE SIZE \' U O .- G8 horizontal sides,stagger nails. F and 11.7/8" 5• ni` b .`kot �,I� DEPTH TJI - ---- w m 1 ES E6 E7 E8 5" Fl \ l° o r 3• +• 6lrz^ 80/2 Il' 13" 2" 3' 4' 6.1/2' &V2 n• 13" U -•:'.1 El El E2 E3 E4 TJI joists. O O O O e� o Not for use with 3-1/2"TJI 9 irz• 210 2'-0' 2'-6' 3'-6" ]'6" 2'-0' 3'-0' 4'0' ]'-0" is M Joist flange widths - - 230_2-6. 641 4,0' Er-0. 2'6' 3'-0'_a'6' ]'6• 360 3'0• 9'-0' 6'-6' 9'p' 3'-0' 4'-6' S'-b" 8'p" N Filler block Attach no re. r-0• r-6', 4-0• 6.0' with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 I'-0' 1'-0' 3'-0' q' ' 9'-a- 1'-0' 2'-0" 3'-0' ]'' le'-0" nails,clinched.Use ten es Gap: 51-7/5" 230 r-0" 2.0' 2-6" s'-0• 0-6' 1'-0' 2'6' 3'6' B'0' Ip'-p' 0,, EXTERIOR DECK ATTACHMENT 360 2'-0' 3'-0' I'.0" T-0' 11'-0' 16d(3-1/2")box nails from Option#1: I-1/8"minimum each side with 3-1/2" Structural exterior Apply subfloor adhesive to a// TJI Joist blocking with end A 2-3/4"maximum sbo 1.6" 3'0' 4'-6^ B'0. 12.0" 3'-0' a+6• s-v 10'6^ n'-0• 110 1'-m t'-0' 1,0. 2'-0• 4'.6• 5'-0' Web stiffeners TJI Joist flange widths. sheathing contact surfaces ••cks installed at 1/3 joist Il#2'�■■ mo I'-0" 1'-0' f-0' 25' S'-0' a-0' I'-0' 1'-p' 2'-0' 6'-0" 10'0' 12'-6• required if sides of Use fifteen nails with s•.n locations using 'I" H' 230 r-0^ r-0• r-0• 3'0^ 5's 1a-o" 1'-0" r-p' 2-6• 6'-0" 10-6• 13'-0• 9 Backer block Three Bd(2-1/2")box nails, hanger do not laterallyTJI joist depths Flashing �I e o 8d(2.1/2") clinched Seo r-0^ r-0' r-0" s-b^ e'-b• it 6• r-o' r-0' a'-o^ p'-0' u'-0' 1a'-0• 8 Install tight tot top Bearing plate: support at least 3/B" greater than 16". an / box nails or sbo I'-0' 0-0" 1'6" 5'-6' 9.6" 16-6. 1'-0' 3•-0' s'0• 10 6. 19'.6 1,6. /'• PP Flange(tight to Flush plate with inside Treated 2x tSQ �,♦ Three 2164(3-1/2")box nails mo r-0" r-0• r-0^ r-0• 3'-0• s•-6' 9'6^ r-0" 0-0' r-m a•�• e'6• Srfi• 1st" of TJI joist top bottom flange with face of wall or beam - \ \�/ 0`5 a+• ��� 2-1/2"screws, fl,at 3-1/2"TJI'oist Flan a widths 1111% of g ledger \� 3S F E\�� 1 g 16. 230 10' 1w' 10^ r-6• +'0• 6'-6. 10'-6^ r-o' r-o' 2,713,0' 14, T �; flange / face mount ��, / tl 4 ,.. typical 11#2= 360 r-0• r0' r-0• 3'-0' 6'-b' 10'-0' 13'-6' 1'-0' 1'-0' 2'-0' T6' 13'-0' 14'-6' 1T-0' / angers).Attach , ' l Ii �/ Web stiffener each See fastener Trus Joist sbo r-0• r-0• r-0• 26• r-0• n'-o• Is-o' r-0• rvo• 3's y'-0• H'6• 16.0' 1e'-o• ji•�l� with ten 104 h • /\ `I Oph•n#2: side.See sizes / / box nails,clinched ched I • table below.Maintain I rim board 2x strapping installed F--( below. +' 6• a• 1c• 12• 15• 1r +• 6• s• lo• 12• IV 1r TO / / 1I 360 1'-0" 0-0" 3'-0' 6'-0' 7-0" 15'-0^ 0-0' 4'-0" VD. 14-6s 16'-6' 19'6• ' / \ 2"distance(minimum)from at 1/3 Dist s an 1B• when possible. \, Ii 1 P Tight fit sbo r-0" 10' 2-0' ea 1a-0" 16'.6' 1w• s-o^ n'-6• le-6• te'0• zo'-0' flange i, ti���> • I edge of ledger to fastener. � locations using two zv 360 r-0• r-0' r-0' 3'-0^ 6'-0" u'-0• 15'-6.+ r-0^ r-6• ]• 126^ 1s-6' 1yw• '-0^ hanger 1�/ i �I 1a W Web Stiffener Size W Web Stiffener Size sbo 1'-0• Face mount / /�• sacker block / �. 2-1/2"screws per joist r-o• r-0' r-6^ s'_6^ u'-o^ 16'-0^ r0^ 3'-a• e'-a lay o' v'-6• 19'-6• 20-6" Allowable Load/Factored Resistance(lbs) tion#3: Rectangular hole,bared on measurement of longest side. hanger both sides Fastener P 1-1/2"1/2"x 2-5/16"min 2-5/16"7/8"x 2-5/16"min I-3/4"rim board 1^a-Rim I' directly applied ceiling Hdles may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"leg bol 400/630 N.A./N.A. 1-3/4" 5/8'x 2-5/16"min 2-1/2"1"x 2-5/16"minimum J Knockouts are located in web at approximately 12"on-aenter:they do not affect hole single TJI li 1/2"lag bolt 475/750 325/N.A. When specified on the layout,one or more of placement. rT, CO.) joist O it load determined in accordance with AC 124. •e three bracing options shown l Lmustll be O 2-1/16"3/4"x 2-5/16"min 3-1/2" 2x4 JFor simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one F-I••1 H 1 H2 H3 car scan-re htent fasteners required o wet-service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. r�1 F-4 applications. nsta/Red V 1 J Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or I--� hole configurations contact your Trus Joist representative, BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers O Q BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE ...j..,- - 2x diameter of the largest hole(minimum) 40011147 Z BEARING AT WALL WINDOW HEADER CONNECTION WALL �S'lcitt Joist Framing I/3 depth I o o I nll0wed hole ` r TQ1 Q Trus Joist rim board a 1/3 depth o o ^ Strap per code ifCut Doty rourMhaler and only E'.1 or blockingforBlocking r rhecenrerorbeam. top plate is not � U lateral support panel Safety bracing(1x4 O PP continuous over , / • minimum)at 6'on-center and 1/3,pan Allowed hole zone 1/3,pan ROUND HOLE CHART header '� / Al El extended tea braced end BEAM DEPTH hW(IMDSR20UND H '' I ` Silent Floor Dist framing Allip, W0 "�- O;/ / + does not re uire brid mg oad(za/rto J Ismmltmum as/e^ 1• 10. �� \*/ , ( ) J Rect nifolarlholesdare not alio owed. �j4 g g )nal 5-1/2" I-3/4" f-'II „ or mid-Span blocking `' seeWARNING. J a g 7-trati on for e�1/ I \ J NOhOlef In rdntileven. tee illutretlon for Allowed Hole Zone /''� OqlI��I ITop fignge II� \` ` \ •` J No holes to headers or beams In plank orientation. r's•y III I\LA y hanger iIP Face mount \e / U g DO faceJoistAl /®'' ���) $14,111141 �, Parallarn®PSL or hanger Rim board joint Ll LZ beyond rid r ce or O /` �II`a `'Timber5trand® O E2 ` isiblo.....,Nas....0‹:.;)between joistsTJI JOIST ATTACHMENT at BEARING Seecurrent TrusJoist L4 rotect untreated wood from direct contan \OLSL Columnliteratureforframin with concrete %41444 , TJI Joist to Bearing Plate Squash Biockt to TJI Joist(Load connectors g ' . ♦/® `` i1i Tens Joist rim board bearing wall above) \ / f• ` nail inne to each!ange CONNECTION OF MULTIPLE PIECES OF \ \ � `, Seat o cutsbe within TOP-LOADED\I BEAMS(1) I \ \ 1, bo,� cool/l. OneBdailea h BEARING AT COLUMN rn dm pin \\ 10 side.DriveBs "/ box naileach / 1-3/4"Width Pieces: \ et an angle at m ir/ / // I least I-1/2'from \ rim s Joit end, 1-3/4'minimum bearing Verify Minimum of 3 rows lOd(3"x 0.126")nails at 12"o.c. , ., ` � © board m n 9/007 \ at end support;3-1/2' ..›,4,4%.,,,%1V Veri Parallam PSL or Minimum of 4 rows tOd(3"x 0.128")nails at ELEVATED COLUMN \ i� 1� imam at intermediate TimberStrand LSL 12"o.c,for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE � ` , (r ` support 10 column If using 12d(3.1/4")or larger nails,the CAP S' : � \ �1� , Lt Sheer transfer.Connections equivalent to • capacity and beam number of nailing rows may be reduced Optional ��� �� �� van ® 1/oor Nne1// schedule bearing length. by one. 14 non-shrink �, �„� I Rim to TJI Joist S Trus loit �� grout• .� /� �..... �I �� �V Q 3-1/2"Width Pieces: 1 �• i \ T us Joirt ins boa d er literature. ��` I I O / ` : • "� ��• !� 1-3/4"wide T11 dm O Q Minimum of 2 rows 1/2"bolts II ��- ` '� )olrtOne tOd(3")loos e at 24"o.c.staggered II �i M ' / Et nail into each Range 3-1/2"wide TJI rim rn Floor O !`� / ♦ jolstloe nail with 1 joist III0)load must be applied evenly across ennm II l/ '-\4�' - �II� (3•deco/TJInails. j One each rt Range 2-1/16-2-5/16 wide beam width.Otherwise,use connections for side-waded beams. Op ` /` \ -= TJl dm lotseOne 16d ' Booms �� Use 61 or 62 at / t� (3-1/21 box nan Into each Additional nailing or bolting may be required with gq Joists LS ill P2 P3 O with blocking tload bearing at bearings �` Range L6 s/de•%ceded mu/tip/e-member beams.Refer to current ' W Z 3-Irz cocoa panels ' TJI rim lel,t product literature. End of joists load maor shear ` Top y of centerline wall from above 0 of support _ e 10.0 � / Braced end wall J BEAM ATTACHMENT at BEARING m O FASTENING of FLOOR PANELS % •` ` e Closest On-Center Spacing per Rowaoh, .i ` N. note 3 under Trus Joist rim board - se WARNING •••� Neil Size TJI Trus Joist tins board Timberftrand LSI4 I li i One 104(3")box 2 Ito end 210 1230,360 end 560 1' I 1-1/2' 1-1/2"or wider Mkroliem LVL• Parellam PSL '� ' nail each side of Bd(2-1/2')box 2-1/2" 2" 6' 4' •4 � .�•�� member et bearing. 1T: ( O II 1-1/2'minimum from end v s�•/^� Bd(2-1/21 common 3-1/2" 2• 6" 4" 3' 3" 3• • I�� I I O V J 10d(3"),12d(3-1/4")box 3" 2" 6" 4• INSTALLATION TIPS Drive nails at an ire framing p/en iKepp//vb/eJ or Fiemeh Pocket Z L4 /� \` angle to minimize Gu/de/or minimum and end intermediate bearing Ct ...� lOd(3").124(3-1/4")common 41/2' ;" 6" 4" +" 4• 4" SLbfloor adhesive will improve Boor performance.but / ` •xterior Deck splitting of plate knobs. L"•' may not be requireIDd • 164(3-1/2")common N.A. 4" 16" 6"°I 6"N 8" 6" When joists are doubled at non load bearing parallel j \� ttaehment (Van de reduced 4'onernM with maximum neilpwredrahm wl3ra'Into the narrowe�e part;tions,space joists apart the width of the wall 11 Structural CO Recommended nailing 1112•on center In field and 6"on-center along for plumbing or HVAC. sheathin 1 . sheathing edge Nailing requirements on engineered drawings supersede Additional j'� g \ tO r�Samrnendationl. joist at plumbing drop(see detail). 1100,Ntl g DO NOT are sewn/umber r for rim board or blocking. / ..�., N1 I ng rows must be oases at least 12"and staggered. J fawn/umber maCt y rhe k ;� ttk WARN I N ►" ` -';S� 14 ga.staples maybe substituted for Bd hieve')nails if minimum penetration / eller installation. \ A of I"Into the TJI joist or rim board is achieved. • • Protect i" See ALLOWABLEuntr , • }��''3g�'�VS** W Farthest On-Center Spacing Row A via A 111 from edirect pod ® HOLES I \\ � Bracing/nClu w,4"i�7•+ + ;g . Joists are unstable until braced'igt41(a11� Maximum spacing of na,s Pn III 1 e '11,di VIP ngg d.'- �eg � For Joist widths 1 3/4"or less:Iron-center concrete with \ • ° -Blocking y �. s Ijor Joist widths greater than 1-3/4':24'on-center ;0,770 DO NOT allow workers to walk on .Hangers .0 roes tv,I d ;' f �'`a r, sta --materials FILLER and BACKER BLOCK SIZES Li MI MI Li N ••ItionalLi r r' Joists IX e/ w:n• ed s-S ck only DRAWN: NIH/IVIS TJI Flange Widths 1-3/4" 2-1/16' 2-5/16" 3-1/2" Joist , ` INJURYuntMAY SU/Tan/` ..."'"..5:3,)0,earns y[ Is. g Bearing plate 1 f r'l'� Gl��� " t'� 17 SCALE: 1/4"=1'-0" Plumbing drop gP ® WARN/NG'' • :t> ) i, B-t/2•er 8-1/2"or taxer B-1/2"or 14"or 18"or 14"or 18"or be flush with;nride AWeyer aeuser Business 6! 'r Depth 14" It-7/B" face of wall or ttl N �(' JOB#: 11-7/8' 11-7/8' 16" a-7/8" t6" 20• 16" 20• *ash blocks and blocking panels carry stacked beam Lack of concern for proper bracing during construction ca es In seri ac's epos! no by nditions if the exa+ 2x12+1/2^ vertical loads(details B1 and B2).Packing out the following guidelines are obsery Be •ants 111'6e"thsrb ifed. May 20s 2015 Filler Block• zxo+ zxa+ .xo+ Two Two Two y 94,'•'' y 206 208 3/8" 3/e" t/2• 1/2" sheathingweb of a TJI joist(with web stiffeners)is not a (Detail H2) sheathing sheatning sheathing sheathing 2x6 2x8 2z12 substitute for squash kook or blocking panels. 1.All bladdng,hangers,dm board:and dm)olns at the end supports of the n1 Jai',' etety Installed and e. . Cantilever Filler 206 2010 2x6+3/8' 2x10+3/8' 2x6+1/2• 2x10+1/2" 2.lateral nienglh,like a braced end wall or an existing deck.must be established est en oe, c 1 A SHEET NUMBER: (Detail E4) 4,0' 6'-0' sheathing sheathing sheathing sheathing Not Not applicable accomplished by a temporary or permanent deck(sheathing?fastened to the first a feet id iii Jt$w bels.�,,�,�� +� r long long 4'-0'long 6'-0"long 4•-0"long 6'-0'long applicable 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or Mended ed n4 aft` AL (djsyrY4m6 jt hs Backer Block. 5/8•or 3/4•or e{}y� eerie" s11e (Detail FI 1"Net 206 208 2x12 bracing,buckling sideways or rollover Is highly probable under tight construction loads-tike a Zak Or H2) 3/4" 7/B' 5.Sheathing of cantilevers require safety bracing m both the top and bottom Banger Sr g must be totally attached to each TJI loin before additional loads can be Placed an he system �^�- •Hr�eeerrery.t are tiller end barker block height for lore mount hangers.Mernram V8.gap et top am,Tee de/u!k'Filler and backer block lengths rhoulO 6.The flanges mut remain straight within arolerena of I/2'hom hue alignment. .14 accomodater rdna!lingw"6oaowanng°2'mlnIm"wb,"""bh.�rand24'm'"nomforfillerblocks). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. . 9 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. /••• CLIMATIC&GEOGRAPHIC DESIGN CRITERIA �•� ,��%� GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD t I 4"MAX. KING STUDS rll SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS tir LOAD (MPH) CATEGORYDEPTHTEMP. REQUIRED 007' MODERATE SLIGHT TO -45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE ' t�, .-0/ 4"DIA.MAXIMUM , CRIPPLE STUD �,� `' .1 1 �.RAFTER // 104 ' 'f//'2 'rMr•I 411, LEDGERHEADER "� ` DECK AND COVERED PORCH NOTES: �©0 el Q©7.Unless otherwise noted,all framin material to be#1 ACQ ressure treated lumber. RIDGE 1E11 � ) g PAll fasteners,hangers and anchors to be galvinized or stainless steel. j oN � ' '' 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts 1111 Z RAFTER 'J JACK STUDS III Girders on concrete piers shall be anchored with proper steel connectors anchored Iiii I ► into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. m ► 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete 1111 RAFTER-TO-LEDGER CONNECTION be 3 footing.ftUsebelograde.minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall t, LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"0C WITH WASHERS FADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 4).Deck joists to have blocking at 8'0 o.c.. O H LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTAI2 1.1/4"x12"2Oga.STRAP APPLY TO EACH JACK STUD H STAIR RAILING N 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers ti m and nuts at 16"o.c. ¢ U n 1-1/2"SPACE 6).Concrete piers shall be a minimum 6"above grade. N 'id O � MINIMUM 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored \ `~ -"rt- `� to girder(s). c Ho 2 c RAFTER ,-:- HANDRAILS 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. N RAFTER 1014 Z0 0�9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal -, . mfor any contact with ACQ. r\1114\li ts u/ ' POSTcoTOP PLATE zTOP PLATE 7 /11 ' tl HANDRAIL NOTES: z %. 0 ,� All required handrails shall be of one of the following typesR.BALUSTERS �,, i. /oi �\�/ x RIM/DECK JOIST or provided equivalent graspability. WALL STUD WALL STUD 9 OPEN BALUSTER ATTACHED TO WALT, 1).Type I.Handrails with circular cross section shallhave an outside diameter of at least 1-1/4 inches and not greater 111 HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 2 inches.If the handrail is not circular it shall have a RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT75 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN 11/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TOEACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type II.Handrails with a perimeter greater than 6-1/4 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD inches shall provide graspable finger recess area on both PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"MAX. SsiN1profile.The required depth shall continue for at least 3/8 W VDa inch to a level that is not less than lac -3/4 inches below the tallest portion of the profile.The minimum width of the 4"DIA.MAXIMUM GIRDER/HEADER 'J handrail above the recess shall be 1-1/4 inches to a � �{ 1`� O radius of 0.01 um of 2-3/4 inchesnches.Edges shall have a minimum .i GIRDER/HEADERM T•I Q lblo /^�1 Z JOIST 9 $ , POST/COLUMN Pliiill 1 oNAILING SCHEDULE r••� O- 6P ST COLUMN WUo / Om ' •OF SHEATHING: Ci) U JOINT DESCRIPTION NAIL NAIL NOTES 0 II inn0000noo . QTY. SPACING ^ GIRDER/HEADER 1' 7 h�•� H I 1 STRUCTURAL PANEL 8d AS PER M-SB 3.8 0^ � III POST-TO-GIRDER/HEADER CONNECTION WFCM-SBC z 1, LOCATION USP NUMBER DESCRIPTION APPLICATION �/ ROOF FRAMING: F-+� $PLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NAIL NAIL U QTY. SPACING NOTES PECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TOP PLATE 10'WALL:4-8d COMMON RAFTER JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL ' 41111114444441. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE . STU OVER PARTITION WFCM-SBC LAP NAIL BEARING PLATE COLLAR TIE AS PER TABLE 3.4 EACH FACE y ISI GIRDER 41111iTO RAFTER WFCM-SBC END NAIL i \� BLOCKING 2-8d COMMON EACH NAI el,,)l TO RAFTER END NAIL `C/) ' 11‘ 1!lli 11 ••; RIM BOARD 2•16d COMMON EACH NAIL I, II clikl WOOD JOIST 1 f I TO RAFTER END1�•� Q .. 1 HIH1511111114411144144141111114411111111 1 41 ' `•' j WALL FRAMING: O a `' �i LEDGER 9 � Vf hI � 41` ''I CONCRETE PIER '•• JOINT DESCRIPTION NAIL NAIL NOTES %(.5.• GIRDER/HEADER t ( II WOOD JOIST �- it 1I�) .J -•••,• QTY. SPACING ' WOOD JOIST PER 'I =�` •;• TOTOP PLATEO 2-16d COMMON FOOT FACE NAIL 1 TOP PLATES AT 4-16d COMMON JOINTS FACE w Z DOUBLE 2x INTERSECTIONS EA.SIDE NAIL 5 Q FLUSH JOISTS WITH HEADER/GIRDER _�1 (MINIMUM) STUD TO 24" FACE •r1 CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH II FOR HEADER HEADER/GIRDER-TO-POST CONNECTION 2-16d COMMON < J LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. �I OR BEAM STUD _ O.G. NAIL IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER TO 16d COMMON 16"O.C. FACE '^ m O TO ALLOW FOR SHRINKAGE. REQUIRED ► (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF HEADER ALONG EDGES NAIL (i1 = 1 FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIEF TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 77iI- 0 FLASHING TUCKED UNDER BOTTOM PLATE TO: �► FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOTRRFACE NAIL 0 TOP PIECE OF SIDING AND ii END JOIST OR BLOCKINGct LAPPED OVER FIRST CONTIN. /1 11S1 PIECE OF SIDING BELOW )111111.. THREADED ROD V/ LOSDECK FRAMING: yy..��((��CNW COUPLER NUT JOINT DESCRIPTION NAIL NAIL NOTES VJ.JCO DIA.LAG BOLTS W/WASHERS X44 c . 1lNIM ��♦_ POST ' QTY. SPACING /�(••� �, ..�; ,�, v V CONNECTED TO BLDG.@16"OC JOIST TO: PER ' , e 'I MINIMUM SILL,TOP PLATE OR GIRDER 4-8d COMMON JOISTaf°+ye =4 P N %, r WOOD JOIST ' END DISTANCE s' pLi _-''1 `/t, ,%, � �I��� BRIDGINGEA , 4,, '' F,C ''�1►� BLOCKING 'J 2•8d COMMON' ki TO JOIST a r AIL / ` 1I�'Il�jk ' . BLOCKING 2-8d COMMON IL ' TO k. FLOOR FRAMING ` o.:? ENS a ANCE TO JOIST r S." - 1, � )1$ G12"x12"x12" ' ' ,.. " )1$��C 1 I0 2x JOISTS I V "' ' fes CONCRETE FOOTINGBLOCKING TO: A0 •E y•i'''4 e DRAWN: MH/MS (I �1�� ' ' 'o- ••4 s" SILL OR TOP PLATE 3-16d COMMON 0 r AIL F` �' - BLOCKING FOR - C WOOD GIRDER ,Ia II • LEDGER STRIP y F `' { V JOIST HANGER ,�� TO BEAM �I "Alh,d;~ �� / )' • JOB#SCALE: 1/4 -1 0 LAG BOLTS A HOLLOW COLUMN UPLIFT 3-16d COMMON JOIST ON LEDGER a. TOEN�xc-8d COMMON ` " May 20,2015 SIMPSON STRONG TIE MODEL STRRI/2 TO BEAM 1•1'T; ;' NA, a��: SHEET NUMBER: RIM 101St/BD. • PECK POST FTG.CONNECTION .�' �.° 5PLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS BAND JOIST PEr .' PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION 3-16d COMMON 'ISc.., . $ USE WITH RTIO TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST JOIST •a ,pl ",.' grC 4 f J PECK/PORCH LEDGER CONNECTION BAND JOIST TO: PER " -=" 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMON FOOT TOE NAIL REVISIONS CjENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL:3-8d COMMON EACH willu intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAILfor generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIAPRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND \Y �.IV4 construction details andprocedures to ensure a professionallyfinished,structurallythe to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL w•'rj1ire",• 1134.2 ii,1•04. sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES off© OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: l l meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall takerecedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) P g 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL GAURDRAILS(ANY DIRECTION) 200 `��" construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION Q1Y SPACING NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL U rn ly anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N` a rn 2 (ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE "' 5).Refer to the Window and Door schedule for exterior openings. TOP PLATES AT JOINTS FACE tt '� m ' K corners. 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � �` K 2 ry 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE v o w on 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE °; °' � or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL Sym.: O r attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.atpanel HEADER TO 16"O.C. FACE SEE FLOOR PLANS . 16d COMMON (SMOKE&CO2 DETECTORS) such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTIONtt U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Typerequirementsappropriate BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA II exterior shearwalls shall meet the of table 3.15a-b times the ro riate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL a length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. 11 YES - 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 platesSHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTH FIELDS) o Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. w CA to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3 16d COMMON 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE - NOTE:2 FOR PANEL FIELD [.4 BLOCK NAIL C/1 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON ©4"O.C. SEE NOTES:1,3 H 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install oneattached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL 8x16 cast iron fourdation vent for every 150 sq.ft.of area. NOTES 0 z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE w 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END O the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMON 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4side ofthe roofpeak, U JOIST NAIL feet on each 44 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 3). per Drainage section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTESlong ROOF SHEATHING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O H into concrete with a minimum 1/2"dia x 7" anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. CA 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL z Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For a o below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3 (BOTH FIELDS) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON 6"O.0 Sd COMMON 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD @ @ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. NAIL SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall CID 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM-SBC be used. 0 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 0 Q 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 0 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10"O.C. FIELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. j 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: �1 W Z other access openings unless otherwise noted(typical). 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ?-� 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL d. 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. •• I < J where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Ci) � m 0 HVAC SYSTEM NOTES 1"OR LESS 8d COMMOt\12"O.C.FIELD V 1 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section R602.8-FIREBLOCKING REQUIRED = f" under all bearing walls. 1).Mechanical subcontractor it for adhearin to all a licable codes and safe Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) �'�j f- responsibleg pp ty NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. v O 0 requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. ,,���,,,iii 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as Z needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. shall also be fireblocked at intervals not aces 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces exceeding 10 y�� LOD O CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed W/ Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor PP shear capacities,nailingrequirements for structuraluk, Cid .."xi P Y`^ P q '" a 4a`.. ^ � adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubted,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, .c P-1 over subfloor as per manufactu e's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. `."5sy �,` 1).All electrical to be installed as per N.Y.S.Residential Construction Code. , ;q•" >;* �� 13).All bathroom walls to have 1/2 thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces , C3 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall bepermitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. i DRAWN: MH/MS P Y g W<,,.:: to have regular 1/2"sheetrock.All walls to be taped and finished. �`` to be reduced sol-16d nail per foot. �- "`, " I `smt.", t: SCALE: 1/4"=1'-0" 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage , i' approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM SOIL COMPACTION: flame and products of combustion. ` - ' ''a; JOB#: V�:a<•' "' is; 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR , Q' torch down type material over. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential o � May 20,2015 SHEET NUMBER: TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. n. )6).All sill plates and wood in contact with concrete to he pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. he installed with a foam sill gasket and cop-r-tex termite shield or approved equal. Wa 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 ANDASTM D 1557). COMPACT THE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFYA- 11 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TTO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.