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HomeMy WebLinkAbout37875-Z uEF Town of Southold Annex 8/7/2013 c�Gy P.O.Box 1179 54375 Main Road o Southold,New York 11971 4c, CERTIFICATE OF OCCUPANCY No: 36427 Date: 8/7/2013 THIS CERTIFIES that the building ALTERATION Location of Property: 605 Latham Ln, Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9-1.25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/17/2010 pursuant to which Building Permit No. 37875 dated 3/20/2013 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: deck addition and alteration to an existing one family dwelling as applied for. The certificate is issued to Orient LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37875 8/5/13 PLUMBERS CERTIFICATION DATED 12/17/10 Freddy Mirabe les A thorized Signature = F EO(AI- TOWN OF SOUTHOLD gUF , C BUILDING DEPARTMENT y TOWN CLERK'S OFFICE og • 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 #: 37875 Date: 3/20/2013 Permission is hereby granted to: Orient LLC C/O Miraballes 47 Kellogg Hill Rd Weston, CT 06883 To: ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING. AMENDED FOR DECK ADDITION 4/21/20011 REPLACES EXPIRED B.P. # 36130 At premises located at: 605 Latham Ln SCTM # 473889 Sec/Block/Lot# 15.-9-1.25 Pursuant to application dated 12/17/2010 and approved by the Building Inspector. To expire on 9/20/2014. Fees: PERMIT RENEWAL $156.00 CO -ADDITION TO DWELLING $50.00 Total: $206.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36130 Z Date JANUARY 10, 2011 Permission is hereby granted to: ORIENT LLC 605 LATHAM LANE ORIENT,NY 11957 for ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING at premises located at 605 LATHAM LA ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001. 025 pursuant to application dated DECEMBER 17, 2010 and approved by the Building Inspector to expire on JULY 10, 2012 . Fee $ 312 . 00 q- W Autho ized Signature ORIGINAL Rev. 5/8/02 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: l. 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. R. 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 I. 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 .re-existing Building $100.00 3. Copy of Certificate of Occ ancy-$.25 •4. Updated Certificate of O upancy- $50.00 5. Temporary Certificate Occupancy-Residential$15.00, Commercial$15.00 Date. / l b New Construction: Old or Pre-existing Building: (check one) Location of Property?(, House No. Street Hamlet Owner or Owners of Property." Q aJ 1' L(.�' . —U�b_f rpOCA- R Q4110 —� Suffolk County Tax Map No 1000, Section / -Block 9 Lot �. Subdivision Filed Map. Lot: Permit No. - „ ZJ Date of Permit. 3'20 1 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one) Fee Submitted: $ ,a 6 "',%-Y li ignature SUFFO(,� Town Hall Annex p� cOGy� Telephone(631) 765-1802 54375 Main Road o Fax (631) 765-9502 P.O. Box 1179 CM • Southold, NY 11971-0959 P, p! roger.richertO-town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Orient LLC Address: 605 Lathm Ln City: Orient St: NY Zip: 11957 Building Permit* 37875 Section: 15 Block: 9 Lot: 1.25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor 1st Floor x Pool New Renovation x 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt. 12 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke/co detector, 2-paddle fans, 1-exhaust fan Notes: Inspector Signature: Date: Aug 5 2013 Electrical Certificate.xls Town Hall Annex 54375 Main Road Telephone(63-1)-763-1$02 P.O.BOX 1179 Fax(631)765-95102 Southold,New York 11971-0959 BUILDING bBPARTMENT TOWN OF SOUTHOLD CERTIFICATION - . Date: Building Permit No. 7t)�� Owner: (Please print) Plumber: ( 0� (Please print) I certify that the solder used in.the water supply system ccs lead. ntai less.fhan 2/I a o ers Signature) _ Sw' om to before me this - day o 20.1 CONNIE D.BUNCH _ Notary Public,State of New-York No.0181J61 MM Qualified In Suffolk County \\ ' Cornmieelon Expires April 14,2�C) Notary Public�f— --F County � _ OF SOpryolo cOUHiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION 7 [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ARKS: DATE INSPECTOR 36 j� —-- �o��pF SOUI,y�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: cow C L� DATE INSPECTOR �Of SO(/l�, A_o • �o cOOHi`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ' OUCH PLOD. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT/CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REM RKl( �C��✓(� ✓� � DATE f 5 INSPECTOR 3 OF SO(/T CA m co ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1 ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: —rl DATE l �� INSPECTOR (Q 12 Of SO(/T�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION Z[- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] E RESIST CONSTRUCTION [ ] FIRE RESISTANT PENETRATION R ARKS: 1019J Z2 _ r� DATE INSPECTOR rsf s 0 � o C00 ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ;1R OU PLBG. FOUNDATION 2ND [ LATION FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICOUCH) [ f�] ELECTRICAL (FINAL) REMARKS: r (� Lz_ I A 03 ' DATE �� INSPECTOR G OP SOpl�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) e REMARKS: .� t P DATE 0 INSPECTOR pF SO�Tyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �" c_ ®- d S DATE ANSPECTOR ' n FIELD INSPECTION REPORT DATE COMMENTS.. FOUNDATION(1ST) � oQ ---- ---T—w------------ C/3 FOUNDATION(2ND) � ROUGH FRADIING& PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE FINAL �cCs ADDITION . COMMENTS _ o z Q a 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 __-N Survey +gyp y SoutholdTown.NorthFork.net PERMIT-NO. Check Septic Form p S N.Y.S.D.E.C. Trustees Flood Permit 'Examined 20 Storm-Water Assessment Form / , I Contact: r Approved / ,20� ail t .41 K�( 15 + (,h c GT b(off rPhoneab3 ZZ3 --33 CJ� Expiration ( ® ,20 I a— 2 E5 Building Inspector D 15 PLICATIOI�FOR BUILDING PERMIT DEC 1,7 2010 Date 1 , 20�_ BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD p tca ton ST be completely filled in by typewriter or in ink and submitted.to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways., c.-The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a'Building Permit to the.applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New-York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) G kit 4�k Qd west c., oe % (Mailing address,of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name-and.tiif of corporate officer) Builders License N6.''-,; '.I` Plumbers License No. Electricians License No. Other Trade's License No 1. Location of land on which proposed work will be done: House Number Street Harnlet County Tax Map No. 1000 Section 4 Block C� Lot ��5 Subdivision �_An361 . AND Filed Map No. Lot ZS 2. State existing use-and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy O 14 H--EQ— `)AC e b. Intended use and occupancy 4 4 ( c__-Jt% 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1 ,� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth. Height Number of Stories 'Dimensions of same structure with alterations or additions: Front t'' 11 Re'at.-_'_,.__ Depth Height Number of Stories 8: Dimensions of entire new construction: Front Rear Depth Height Number of Stories i 9. Size of lot: Front Rear 22yp Depth `t-Z"Z-)- - -- --- 10. Date of Purchase o Name of Former Owner 11. Zone or use.district in which premises are situated Cp Q — ) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NOZ,-- 14. Names of Owner of premises M 1�l( Address 47 1- tf Phone No 15) J 41 `V V3 Name of Architect J14,V— !'V AjAg Address"2--6 4CC5 rt&4. (LaPhone No 6 3 3 • k v5 Name of Contractor Address Ct)-r-C:o6y)!5' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and.restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OT '� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU61BMW (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,2�-�— 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 an belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before met 's day of l��l 20/0 Notary Public t Applicant i i 1 d 1ftXA6AC-cCt Town of Southold. OSU�/f 59 i Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Cl�j 100d f�1 1.Z f STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN str ct e3 ct n � T— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) / ❑ (S.F.r Acres) (This item will include all run-off created by site 6�F/-- b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed J a SF. Site Improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Adddional Pages as Needed) Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and IV,r Or—CiK, Slopes Controlling Surface Water Flow. El 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to: control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? rj Will this Application Require Land Disturbing Activities / Encompassing an Area in Excess of Five Thousand ❑ rY (5,000 S.F.)Square Feet of Ground Surface?. 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction t� General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or. Submission of a SWPPP is required for all Construction activities Involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be,Site preparation on Existing Grade Slopes Fifteen are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fen preparation feet of Vertical Rise to including Construction activities involving soil disturbances of less than one(1)acre where One Hundred( ifte Of Horizontal Distance? — the DEC has determined that a SPDES permit is required for stone water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-040-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 91 Will this Project Require the Placement of Material, required,post-construction stone water management practices that will be used and/or Removal of Vegetation.and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(This rem writ NOT Include the Installation of driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the postconstruction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F.&I Acre In area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building PermiL (NOTE: A Check Mark(4)and/or Answer for each Question Is Required for a Complete Applicalion) STATE OF NEW YORY, 5(rr-oL Ir L COUNTYOF...........................................SS That I, being duly sworn,deposes and says that he/she is the applicant for Permit, .......... .................................................. ..... (Name of Individual signing Document) And that he/she is the .................................... �G < ............ .. . ` ....... ........................ .. ... ... . .e& .. ... . ................................... (Owner,Con ctor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 herewith. Sworn to before me this; ............................................day of............................................ 20..... I NotaryPublic: .......................................................................................... .............................. .... ..................... (Signature of t) FORM - 06/10 Tdvmffi llAnwx j tamhow(6307MI802: 54375 Main Load P O..B=1179 G.�► Mger:ti%edCcvFaarr w( so=.nv us. Southold,NY 11971-095'9 _ BUIIDM DEPARTMENT - TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION [Na k1ESTED SY: Date: an ' flame:� x re:nse:No,.,:ress:ne-No JOSSITE INFORMATION: (*-Indicates: required information) _ , : LA 17 *Address: . _ *Cross Street: �j i "? ` ! Nb - *Phone No.. . 13ennit No.: Tax Map 0!istrict: .1000 Section: Stock: Lot *BRIEF DESCRIPTION - .(please Circle Alf That *Is.lob ready for InspecEi Rough In Final- *Do you need'a Temp Ump-Infonnation (if.a *Service Size: 1 Ph 30Q 350 400 Other *New Service: R Change of Service Overhead Additionat information: ITHAPP . ICATION n �"1- Y *pF SO(/j�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 CA • �OQ Southold,NY 11971-0959 Q' olyCOU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 31, 2013 Orient LLC C/O Miraballes 47 Kellogg Hill Rd Weston, CT 06883 Re: 605 Latham Lane, Orient TO WHOM IT MAY CONCERN: The Following Items(if Che ed)Are Needed To Complete Your Certificate of Occupancy: feil� C! t� ��' Note: $86. a or the l pla s submitted 05-06-2011 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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 BUILDING PERMIT: 37875 - Alterations 3 � /3o IWILDING PERMIT EXAMINER CHECKLIST *Date Submitted: 0 Date Reviewed. Applicant: ©J °` f � - Owner: �Au�- L/?�f E-7rc hitec ezr: ��vl� /�✓� Estimated Cost: SCTM# 1000- �-5—Subdivision: Zone: Conforming? D �D b o� % �i `tG t roperty Address: �— �. City: D�h I . Pre COs? Uilding Permits (Open/Expired): BP -Z/C/0 Z- ,Info: BP -Z/C/o Z- ,Info: Q -Z/C/o Z- , Info: BP -Z/C/o Z-_ ,Info: BP -Z/C/0 Z- ,Info: Single& Separate Search Required? Y o�N etermination: tEQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ACT: Lot Cov. MQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP: Rear tEQ. Height. ACT. Height K E Q, BAL St DES A e T 'roject Descri ion: C , ►Waterfront? Y N? 1yes, water bo y: Panel# Flood Zone: Bulkhead/Bluff Distance: UDDITIONAL APPROVALS REQUIRED Wfolk County Health: Y orG- If yes, *Bed#: _*Date: _/_/_ *Permit#: Town Septic: Y ot) - If no, certification required: Y or N Received: Y or N By: WS DEC: PRE-DEC9/1/75 Y or I�- Date: / / Permit#: or NJ Letter—Notes: ;outhold Trustees: Y or I�j - Date: / / Permit#: or NJ Letter—Notes: iouthold ZBA: Y org- Date: _/ / Permit#: —Notes: oouthold Planning: Y 610- Date: _/ / Permit#: —Notes: down Landmark f L.: Y o DTE:_1 / *NYS CODE Compliance(pale 2) Y�r N Totes: Pee Structure: Calculation: foundation: SF SF X $ ' ,(a=$ b irst Floor: SF +Initial Fee: $ 9-o o f 00 'econd Floor: �-�O SF +Additional Fee $ )ther: SF SF X $ =$ 'otal: SF +Initial Fee: $ +AdditionatFee $ 'P"'TAT . 0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N READERS: YIN WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N t . LIGHT.' 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN ' ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SUFFOLK CO.HEALTH DEFT.APMRdVAL ... NO.33�SSZ.79 i 1�jp ` _ t MAY 2 01M � ) ;r M �2E5) I SCALr-so;=1 ENT OF INTENT ,1 u^••\ y , I A'�A'u�^E'Y. •F' u I i THE WATER SUPPLY AND SEWAGE DISPOSAL. SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE, SUFFOLK CO. DEPT. OF HEALTH SERVICES.' (S) I ` APPLICANT o' �� �� • :'FCC_5 i SUFFOLK COUNTY DEPT. OF HEALTH Q -I O _ �,!• ,'; - SERVICES - FO-R APPROVAL FOR �•,: i CONSTRUCTION ONLY i \ZELI_ DATE: H.S.REF.NO.: - -- -------'--- /� ` _ APPROVED: .. qz �r Pi.IDPERTY b y rCvE'` FID F0f I SUFFOLK CO.TAX MAP.DESIGN•A`.i`ION: I / ------ DIST. SECT. BLOCK PCL. q.. L25 — -4 / ----- --- 2 0 _t ,l<.`'-�-J i „ t_. ✓' S ..,i___ I OWNERS ADDRESS: •`� LL %4 _i`� BPxw S•.`'f;A21' ti,hLY;•.i �j N G77 lE6Q OF SC UV7 DEED:L.N/A P. 1 • - _ 1'- -'--'- - ' TEST HOLE STAMP t i j `, I` � MAC i/n=uthona¢caaa:::>..rr ecoi. UFFOLK COUNTY DEPARTMe OF�p�/,� S _ Cc�:es c'."�_:.ve• I - au, Y IIYl7�I`ILT the mlr j,r-.,;c.11",:,y rnJv 1 `• �' SiNdL�A1o(ILA Wotht ( cmF.:ssa%:s�J shrJt rp;kl tbr.:'Scrad '.?rj�.h-(,rjvp,fi. •-'�•'. vwcwVYwwYEU toCeav:.";GSuawpy Gc .mcs;�tlta'sdiareon sf::7 tun t ^ c Yto the r74+ ij� h Ga=gn tawhoot thcs%tify ¢:J cn hh EehaW AMENDED FEB._2 f MAY 3 L - mtn a::a q4�3 j' c•.n'h nenC 2r n\�p F�7erd "yv a g( Ia Lea s:� -'tl ha=nerd atTl*t 631.9 on have been kq b �ICB hS9 10 Wr- cartNled by Oft[)epalbnent or 0111er a�es i;: ) MAY 18 1994 ,� end found to be sagaladW Y- W`a I. SEAL (F7j o..., of�JEVy y S.C.DEPT.OF" A.Coat+IF P.E.,Cli d j __ ,rrt`` HEALTH SERVICES OMIOB d WSW w1d F- � Gi vnn Oar -KOTE- V1l�tsrvrlef ASSIJ2'V-'E.YED OCT. 17,!,4�3 � ~off 3�'LAP. 3F *\ PC VAN TUY.L.P.C. },3^c .r.�.it f''.�e....S.,F,.ZfG`3 F.F..�..k A �t lx��'= � I .'V..�.. %-•...•��y. +� J. LICENSED LAND'SURVEYORS• ' I LOT 15.FNL2LY R A oogLrr q_d�EQVE N_=AN S� .I.�Y�rC:..: GR££NPORT NEW YORK TFIFOYNE AK N81129-_ - .. PLUMBING "` IL A P 044BER CERTI-ICATION � $-' A,,- ES°NEED .' . % .. TESTING BEFORE CA�IERING ON LEi4D`66NTENT BEFORE,:,. 14'-102" CERTIFIC4TE'OF OCCUPANCY SOLDiR!lSEI IN WATER SUPPL Y SY&EM CANNOT Ex sr E�CCFED 2/10 OF''I%LEAD. ELECT F ICAL SIN INSPECTION SQUIRED h cn 4 F-x-STUDIO EXISM RR EXIST'G RR u Ai-Ta1zEo� AS NOTED w 2 f DATE: B.P.At / Atf FEE: BY NOTIFY BUILDING DEPARTMENT AT i 0 765-1802 8 AM TO 4 PM FOR THE 5M10'-711 /0 i� / FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED 3 NEBY,� ��L FOR POURED CONCRETE v 7_p2 2. ROUGH-FRAMING,PLUMBING, O STRAPPING, ELECTRICAL&"CAULKING 0 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL 1 i � I 1 MUST BE COMPLETE FOR C.O. I ALL CONSTRUCTION SHALL MEET THE ~N M REQUIREMENTS OF THE CODES OF NEW BEDROOM YORK STATE. NOT RESPONSIBLE F 0 Ci DESIGN OR CONSTRUCTION ERRORS. O OATef c wz k I:xisr COMPLY WITH ALL CODES OF NEW YORK STATE.& TOWN CODES mu=nz NEW wA.L&-�r AS REQUIRED A F W�FL!_s -r.a �- — SO OLD TOWN ZB e E 'e E"'I'v o SOUTHOLD LANNING BOARD Project Title Revis'q�-�. SOUTH TOVV'14 TH 6 1 t Date PnsO ns M Pony ox�rr LONG isi, oxo nxn x. efail Dwg. ,/ 3" 0 ROOF VENT 3 JAN 7 2011 BLDG.DEPT. TOWN OF SOUTHOLD 1 1/2 o 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 1 1/4 W.C. LAV. W.C. LAV. LAV. 3„ SHOWER SHOWER F.A.I. OR BATH OR BATH 3 2 2 C.O. 1 1/4 3 ol 1/4 1 1/4 C.O. 3 3 4 4" C.I. TO APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM TRAP PLUMBING SCHEMATIC 111 1 y• - . GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 1 PLAN CONTENTS: 1).RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING required When a collar tie Is used in leu of a ridge strap,the number of 10d common nails re JOINT DESCRIPTION NOTES q QTY. SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bd nails In the strap. RAFTER TO 8'WALL-3-8ci COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid.not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST B'WALL:3-Bd COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall to line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST 8 Y P g S P P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION.WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOG PLANS CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P� CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 take precedent over scaled drawings. RIM BOARD - EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2.16d COMMON END NAIL ( ) First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches In concrete WALL FRAMING• STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches In masonry block foundations,or lapped under 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 NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties fora bottom plate.3 Inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized In accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMO PER FACE NAIL 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 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 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 2-16d COMMO attached with Bd common nails at 6"o.c.at the panel edges and 12'o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION ym' 7).The General Contractor is to consult with the owner for all built-In Items 1/2 inch sum wallboard on the Interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16°O.C. FADE SEE FLOOR PLANS SYP P HEADER 16d COMMON ALONG EDGES NAIL (SMOKE CO2 DETECTORS) such as bookcases,shelving,pantry,closets,trims,etc. edges and 70"o.c.in the field shall be in accordance with the length requirements specified In table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST. 2-16d COMMO FOOT SEE NOTE:1PER FACE NAIL CLIMATIC &GEOGRAPHIC DESIGN CRITERIA .2 i).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICFSHIELD 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)toll. NAIL NAIL Interior d 2.2. respects e l Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY.. SPACING 20 L85. 120 B SEVERE 3 F7, MODERATE SLIGHT TO 11 YES 3).Provide 1/2" 8 !OAST TO:joint material between concrete slabs and abutting PER TOE"pension TO HEAVY MODERATE . P concrete or masonry walls occuring In exterior or unheated interior areas. B).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR 4-8d COMMON GIRDER JOIST NAIL 4).Any new concrete walls being attached to existing concrete structure shall ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST 2-8d COMMON END NAIL be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for Installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 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 ' Bd COMMON p 6°O.0 Bd 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 FIELD Where a ride 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. ( S) to be minimum slay inch thick.All fill to be compacted to 95%relative density with B 3-16d COMMON ® NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each raker-ta-ridge SILL OR TOP PLATE BLOCK NAIL 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 p 4"O.C. SEE NOTES:7,3 6).Crawl spaces to at provided with r minimum.of area. "access opening.Install one 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.k.of area. attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.8dCOMMON PER TOE NOT S 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 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 COMMO JOIST NAIL 1).For roof sheathing within 4 feet of the.perimeter edge of the roof.Including 4 feet on each side of the roof peak. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL O BAND JOIST TO:R TOP PLATE 2•16d COMMO FOOT SEE NOTE:1 PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/tmss framing members with G>0A9. FRAMING NOTES Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6lnches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL Edition Wood Framin Construction Manual. 3).Posts supporting girders shall be anchored to a washers thick concrete footing. JOINT DESCRIPTION CITY SPACING . g Use a minimum I/2"dia x B"long anchor bolt with washers and nuts.Footings Shall be 3 R. 3).Tabulated 4 Inch o.c nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be q2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING• SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 Inch Flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Bd COMMON p 6"O.0 Bd COMMON p 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR Doug.Fir. where needed. NOTE:2 FOR PANEL FIELD GYPSUM 7"O.C.EDGE O 8 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE Bd COMMON p 6"O.0 Bd COMMON O 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored WALL SHEATHING: openings between 4'1 and 60 and 2x6 wall openings between 917 and 8'9.Provide fire -NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION CITY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavydu alvinlzed hangers and 8).Covered Roofs shall be assembled and anchored the same manner at a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty 8 -. p r PANELS WFCM-SBC be used. anchors where applicable to all connectiogjolsts. PLUMBING NOTES ., 7A6"OS? 3"O.C.EDGE 6d COMMON 6).Double up Floor joists under walls that run parallel to the floor Joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic 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. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD 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. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.FLOOR SHEATHING:other access openings unless otherwise noted(typical). � NOTE: 3).If wall studs,plates or joists are cut out during Installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION B).Dormers running up roof rafters are to be supported by double rakers on either side P q g P P ac QTY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation far maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 8d COMMO 1"OR LESS 12'O.C.FIELD 9).Provide blocking/bridging in floorjoists at 8'0 o.c..Use solid blocking In floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8°TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.,, _ under all bearing walls. ` 1).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT � `'�.• requirements. 3).INSTALL L.Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, 10).Provide Insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. Section R602.8-FIREBLOCKING REQUIRED 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Fireblockin shall be provided to cut off all concealed draft openings oth vertical and horizontal equipment supplier. 8 Pro ) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick.ader Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories.and between a top story and the roof space, 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 Fireblocking shall be provided In wood-frame construction in the following locations. ' 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. Is nailed 3"on-center at the panel edge to obtain higher s-, plywood t obe subfloor shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions.Including furred spaces,at the ceiling and floor adhered with PL400 adhesive and screwed to Floor Joists.Finished floor to be Installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, Ievels.Concealed horizontal furred spaces shall also be frreblocked at intervals not exceeding 10 over subfloor as per manufacture's Instructions. �I yy 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Bags or blankets of mineral or glass fiber shall be allowed as fire6locking In walls constructed 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock using parallel rows of studs or staggered studs.Garage walls and � 2).When wall sheathing is continuous over connected i ceilings and over furnace o have 5/8'wall thick tape sheetrock All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. � members.the tabulated number of nails shall be permitted 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits. 4z to have regular 1/2"sheetrock All walls to be taped and finished. 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced col•16d nail per foot. drop ceilings and cove ceilings. , 14).All roof with a pitch less than 4:12 shall he Installed with an Ice&Water healer or of N.Y.S.Residential Construction Code. ' I). n concealed b stair e spaces between sar stringers t the t d bottom f the Enclosed ngers at op and of run. ncose spaces x approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3 torch down type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 4.At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to ) Pe g P g be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. - - - 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. ti• WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING SUDS ENDWALL RAFTER WALL STUD 1 CRIPPLE STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER IDESC RIPMON I APPUCATION 1ST ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS - BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPUCATICN LOCATION USP NUMBER DESCRIPTION APPLICATION, RAFTER SIZE USP NUMBER DESCRIPTION APPUCATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND �� HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4'%12'20 STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4'x24'20 a.STRAP PPLY OVER RIDGE TO EACH RAF 2x6-2x8 L52fi 18 a.SLOPE HANGER PLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. ANCHOR PLATES OF 75T.FLOOR.CONNECT IiROUGH / g°' / g 9 / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE BOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L5210 1Bga.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER BLOCKING 024'OC WALL STUD w. THD AT_-D EXHAUST / \ VENTS SELECTED AND LOCAT_O BYY CONTRACTOR METAL STRAP VENTILATION CHANNEL RIM BOARD AS REQUIRED RAFTER SILL PLATE(S) RAFTERS MAINTAIN • I. . I. . I. • I I • I • VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING BLOCKING 2x4 LEDGER STAP°LNG TO BE ATTACHED TO WALL STUDS O48'OC 2.4 SOFFIT JOIST AND ALL WNDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPUC ATION WALL STUD NOT LESS THAN 1/160 OF THE AREA OF GUTTER INSTALL 4'0'O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT 4'-8' lSTA24 1-1/4'x24°20ga.STRAP AND JACK STUDS ♦ ♦+ RESISTANT METAL MESH WITH MESH ONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS ♦ OPENINGS OF 1A INCH IV DIMENSION. INSTALL 4'O'O.C. ♦♦ LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE e'-14' LSTA30 1-1/4'x30'18ga.STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS 4'-6'RAFTER RT10 0-3/4'x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0'O.C. ��x OVER BEARING WALLS AND HEADERS 14°-16' LSTA36 i-1/4'x3fi'78go.STRAP AND JACK STUDS ;'y,` 8•-12'RAFTER RT20 1-1/8'x 20ga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS j♦ EACH RAFTER _ 2ND.FLO R WALL ^+♦ L ` RAFTER WOOD JOIST TOP PLATE GIRDER/HEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048.00 WOOD JOIST AND ALL WNOOW/DOOR OPENING JACK STUDS WALL STUD Q FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPJCATION INSTALL 4'0.O.C. 8' LSTA36 1-1/4'x36'18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ALL JOISTS CONNECTED TO A RUSH HEADER 70 BE SUPPORTED NTH N ALL OPENINGS CONNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0'O.C. RAFTER/PLATE R715 TYCOWN ANCHOR 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 DEL.SILL PUTS Li TERMITE SHIELD SILL GASKET ` r 1 TYP.CONIC.FOUNDATION A GONG.SUB DAMPPROOF EXTERIOR 6 MIL.POLY • K 1 EMIL POLY ON EXTERIOR V GRANULAR FILL 1 H ,. Y ••' STEEL COLUMN , L I 0 + - AA T • v N COIN .SLAB •0 I,•A V' S \` �� V t T• ♦ COMPACT FILL KEYWAY f TING . V •'4 • ' I•• •, b CONC.FTG. .0 A•A'� j ANCHOR BOLT CONNECTION USE WITH TH SQUARE WAS ` (USP LBPBP558 OR BP583) � 0 O DRAIN TILE. ANCHOR BOLT CONNECTION REINFORCI G BAR FOUNDATION 5/6'DIAL ANCHOR BOLT I ~ p SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72'OC SILL PLATE TO FOUNDATION K. TYPICAL CO NC.FOUNDATION.APPLY PILASTERS P N 2 STORIES 36'OC 4' a WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3'STEEL COLUMN ANCHORED TO 24'z24'x12'CONIC.FTG. - - w ALL BOTTOM PLATE TO FOUNDAIONrSj 7-2 STORIES 57'OC yr CONC.SLAB DOOR FRAME 6X6 10/10 WWM 3T COMPACT FILL 1 GARRAAGE OR USE 2XB ..� :. ♦^� I FOR LOCKOUT I .♦ 4 P.T.PLATE W/'6 SLAB%8 WMM � SLOPE ' ' x 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT y ° x I ♦ ,^ 1 • • (BE A NAILING PLATE HIGHER2 OR NE_O H)TO x ' ' I a' •'A' , 1••,•�••T•' •• •• STEEL BEAM ALLOWX.ALLOW FOR SHRINKAG • •4 ��Q�'•�Y�J� 4 x4 4 •`4_ ♦y0�y .° 4•• •�•'• (PROVIDE STRAPPING TO KEEP JOISTS AUG _ •� �•� 0• 6X6 W.W.M. r♦ •r.� �•• 4 • '•. 'L 12• . �'� . •D 4 4 4 . •oA 'I' •°, SUB �✓ MIN. I� 4 ., d'4 0'� r �\ T ° L. • ".. �- .'' Ix'" A?>F+- ''� 4 �1 EINFORCING BAR •° , REINFORCING BAR ;41 : I,•�'• �• _MOIST Fi DRAIN TLE 1� r - )• I�I• (T S7EEL BEAI.I:•; Jj•� ay y-: .... �R -PLATE(BOLTED TO BEAM) TYPICAL CONIC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)d4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. M REINFORCE FOOTING NTH(2)#4 REINFORCING BARS. GARAGE DOOR BLOCKOUT 4. f4'I rl > IN r` I I / DSO STEL ' I I I I I ORR GALVANIZED WOODS O.C. wasWASHERS0 Ir Ir O.c 1r IO � , — j , II i — i • � � � — � RATED SSHEATHING GRADE PLYWOOD 1 / LTERNA I f � (ALTERNATIVNE:7/I6-O.S.B.) I I I l O I I I GRA EA RATED (ALTERNATIVIVE:71W O.S.B.) #10 STAINLESS STEEL OR GALVANQED WOODSOREWSW/ OI WASHERS 0 Ir O.C. Iv WINDOWSILL �I TYPICAL WINDOW OPENING j i y i (LESS THAN 4'-OX8'-0"OPENING) TYPICAL DOOR OPENING (LESS THAN 4'-OXB'-O"OPENING) 21 1 I 1 • 12'oC 1 PLYWOOD SHEAMU SHEATFQNG • I I �1 ! • � • ' f I �1 ' f I �1 l ITITI 2X4S y OR OALVAN.STAINLESSSTEEL ORED .1 1D I WOOD SCREW`wl j 4 ' WASHERS 0 Ir D.C. MULTIPLE PLYWOOD ASSEMBLIES J 2.2X4 DFd2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL ` OR GALVI ED BOLTS W/WASHERS TYPICAL MULTIPLE OPENINGS (MORE THAN 41-OX8'-0"OPENING) s WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELfi ; AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 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 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. r ; sw10 REVISIONS EXISTING ------ LEDGER BOARD TO BE FASTENDED — _ TO BUILDING WITH TIMBERLOK@ SELF-COUNTERSINKING SCREWS _ — -- — — 7,_0„ BYOLYMPIC MANUFACTURING — — (2 SCREWS @ 32"O.C.) () in = --------- -- --—.—--- t j '^7 m --------------------- ' --- - — O u ri 1 ,y O _--- co 1 9 O 1 {2)2X]0 ACQ GIRDER {2)2X10 ACQ GIRDER (2)2X10 ACQ GIRDER ' — -- - -- _ — — 1 -------------------------------------------------------------------------------- — --- --- - —_ — 27,-o„ -- —— ------ ----------- ------ =� 10 FOUNDATION PLAN -- ------ iJ SCALE: 1/4" = 1' En o T7, Qo REAR ELEVATION __ _ cn za SCALE: 1/4" = 1' a Wo O Ww � Q W N I EXISTING i a EXISTING 2X8 ACQ DJ @16"OC ' (2)2XIO ACQ GIRbER 1� - c� SECURED TO POST W/ Q z (2)I!7dia.GALV BOLTS W/WASHERS&NUTS ���,� =_U� �, .• ���_��� �� �,.�. ����,� � EXISTING �N � � w 6X6 ACQ POST w/ O CD BRACING _ r s DECK. , I mP') 0' ® 11if - `_illiiill_-=le 11{I{ i II iii� o 10"dia.CONC.PIER___ __--•;,� ��, _�-,;( --E.,11, DRAWN: MH/MS -0„27 —0 EXISTING SCALE: 1/4°=1' a.>-_�I ;=II!=I ji�l;i--�I I I I �___- _ �-�_.�_4:a. ��,�„�« �•� 'r. tr`, JOB �_,i BIGfOOTBF24t,, ^ sn�, A i1 1#2,2011 G2ND, FLOOR PLAN CROSS SECTION rV SHEET NUMBER: yrym�: w-v' S SCALE: 1/4" = 1' - SCALE: 1/4" A- 1 -- o . ,�` u ` i .'{3 I 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. 4"MAX. 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDER/HEADER 0 ID t ©° POST/COLUMN ° Z 12"x12"x12" CONCRETE FOOTING •+�, �D m DECK POST FTC.CONNECTION DECK/PORCH RAILING LOCATION1 USP NUMBER I DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING o, 6X6 POST JPAU66 OR WE66 1POST/BEAM ANCHOR JAPPLY TO EACH FOOTING Ir t UISE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS ti 1-1/2"SPACE `� U MINIMUM Q' Z. e i rn �+ w HANDRAILS t� GIRDER M = L m Q � � POST GIRDERMEADER U POST/COLUIv11N BALUSTERS RIWDECKJOIST C CONCRETE PIER ••s• 0 G •r p. OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION1 USP NUMBER I DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS IPAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HbADER TO POST/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 1POST/BEAM ANCHOR JAPPLYM EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) W LEVEL BASE STAIR TREAD ° FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN ° BRACETUBE RIM BOARD o° ' FILL AS PER MANUFACTURES'INSTRUCTIONS O STRINGER IFLOOR FRAMING [--i 2x JOISTS III=III=III=III=III=��� III ���=III=�� BLOCKING FOR JOIST HANGER aPOST-TO-GIRDER/HEADER CONNECTION LAG BOLTS '0 C LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JO';IST!8D. e o& 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �• DISTURBED POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 1POSTCAPANCHOP, APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR JAPPLYTO EACH COLUMN IG GRAVEL DECPORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB FILCE TUBE L AS PER MANUFACTURES'INSTRUCTIONS a , III=III:III-III III III III-III III-11 WOOO JJOIST WOOD JOIST JOIST BLOCKING CONC,PIER FOOTING GIRDER/HEADER BIGFOOT SYSTEMS FOOTING FORM (�] IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOOD CI RDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT O PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT CC FLUSH JOISTSWITH H AD /GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT G ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. Q Z THE PROPER STEEL CONNECTOR. SPLICED IGIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION USE WITH RT10 TYDOVUN ANCHORS VJ Z TO ALLOW FOR SHRINKAGE. JOIST TO GIRDERIHEADER RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST T� J W O O co DECK& PORCH NOTES: NAILING SCHEDULE 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES •P"'� ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: 4-8d COMMOI, PER TOE Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING 2-8d COMMOI, EACH TOE 3).Posts supporting girders shad GROUN WIND be anchored to a 12"x12"x12"thick concrete footing. SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL FLOOD BLOCKING EACH TOE Use a minimum V2'dia x 7"long anchor bolt with washers and nuts.Footings Shall SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS 2-8d COMMO be 4 ft.below grade- LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL BLOCKINGTO: 3-lbd COMMOt EACH TOE 4).Deck joists to have blocking at 8'0 o-G. 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY IMODERATE 11 NONE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3-l6d COMMO EACH FACE DRAWN: MH/MS 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL Ledger to be fastened to building with 1/2"dia-bolts with washers and nuts SCALE: 1/4"=I'-O" JOIST ON LEDGER PER TOE �t at 16"o.c 3-Rd COMMOr, TO BEAM JOIST NAIL JOB{�: 6).Concrete piers shall be a minimum 6"above grade. Yo-,.K;r BAND PER END 3-16d COMMO r �.�t T' Y, April I2,2011 TO Jai JOIST NAIL e t",, #`. s>..>:`. #""9� 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER �•-"4�', 4;-�,t�o�"t;"r.; SHEET NUMBER: 2-16d COMMO TOE NAIL w x:*� ��1' " b to girder(t). SILL OR TOP PLATE FOOT a &,ear . .+i "sq?44A w 8).Use simpson hangers and anchors with 2-MAX trippie protective coating or equal ills.for any contact with ACQ.