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HomeMy WebLinkAbout35231-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 2/10/2011 CERTIFICATE OF OCCUPANCY No: 34832 Date: 2/10/2011 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 150 STIRLING WOODS LA. SOUTHOLD, SCTM #: 473889 Sec/Block/Lot: 88.-2-15.1 Subdivision: STERLING HARBOR [NC Filed Map No. conforms substantially to the Application for Building Permit heretofore 12/1/2009 pursuant to which Building Permit No. 35231 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 WRAP AROUND PORCHES AS APPLIED FOR. Lot No. 1 filed in this officed dated dated 12/18/2009 The certificate is issued to Sterling Harbor Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/9/11 R10-09-0067 11/24/10 133514C 8/24/10 CUTCH UE EAST PL MBING & HEAT ature 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. 35231 Z Date DECEMBER 18, 2009 Permission is hereby granted to: STERLING HARBOR INC 150 STIRLING WOODS LA. SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH WRAP AROUND PORCHES AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 088 pursuant to application dated DECEMBER Building Inspector to expire on JUNE 150 STIRLING WOODS LA. SOUTHOLD Block 0002 Lot No. 015.001 1, 2009 and approved by the 18, 2011. Fee $ 2,134.80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCC This application must be filled in by typewriter or ink and submitted to the Buildi~ 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 l¥om 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 prnperty lines, streets, building and unusual natural or topographic fcatures. 2. A properly completed application and consent to inspect signed by the applicant. Ifa 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 New Construction: Location of Property: Old or Pre-existing Building: [louse No. Street Date. ~.-~-'t t Suffolk County Tax Map No 1000, Scction ~, Block Subdivision ~, .& - ~. t~? Filed Map. Permit No...~"~,-~ 1 ~_ Date of Permit. Health Dept. Approval: '~ ~, t~ - ~ -tgg1~ '~ ( c hec k °ne) c~,.) ~j~¢j ld Hamlet Lot: Applicant: ~--~1~'~ ~ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Issue Date 8/24/2010 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 133514C East Patchogue, NewYork 1'1772 (631) 286-8642 Issued To: Sterling Harbor Inc. Street: 150 Sterling Wood Lane Village: Southold Zip: 11971 Section: 88 Block: 02 Lot: 15.1 Contractor: T. Collins Electric (L) Town: Southold Lic.# 4416E Was examined and found to be in compliance with the National Electrical Code. ~ Commercial ~ NVDefects ~] Pool ~ lstFIoor ~ Indoor X~ Basement L~ HotTub IX Residential [] Det, Garage IX! Attic X~ 2nd Floor [] Outdoor r 7 Addition -- Survey Switches 54 Dishwasher 1/20 Furnace 1 Meter Amps 1 200 Receptacles Fixtures 98 49 Washer/Amps Dryer/Amps 1 20 1 30 Oil Gas Circulators X 2 Phase UG/OH Jacuzzi 1 1/20a GFI Heaters A/C Fans 12 2 6 Oven Range/Amps Microwaves 1-50a 1 20 1/20a Smoke Detector Bell Transformer 11 1 Television CO Detector Bldg. Permit: Other Equipment ~1) 200 Ami:) Uai~ Breaker Panell (3) Smoke/CO, (1) 30A NC Disconnect, (1) 20A ~/C Disconnect Hugo S. Surdi President j~Rough InspedcJon: 04/07/2010 ~nsp_.e~,or: /~l i~o~/~M~pn '" ..~ j~spe~or: John Mc Mahon III This ~[ficate must not be altered in any manner. Inspe~ors may be identified by their credentials. Town Hall Annex 54375 Main Road P.O. Box 1 i 79 Southold. New Yoflc 11971-0959 Telephone (63,1).76~ lg02 Fax (63 ! ) 765.9502 BUILDING DEPARTMENT TOWI~ OF litOUTHOLD CERTIFICATION Date: Building Permit No. ~ 5 ~ ~ I (PTl~ase print) (PI~ prat) I certify that the solder used in the water supply system contains less.than 2/10 Of 1% lead. Sworn to before me this q '-~ / (Plumbers CONNIE D. BUNCH Notary Pub~, 81ate el' New Yo~ No. 01BU6185050 Qual#led In 8ullulk County Comml~lon Explre~ Al:Mt 14, Notary Public, _~ca-~-~ _County TOWN OF SOUTHOLD BUILDING DEPT. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT PENETRATION INSPECTOR~ [ ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY ~ 765-1802 /INSPECTION [~'~FOUNDATION 1ST [ ] ROUGH PLBG. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~ FRAMING ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT FENETRA~ON REMARKS: ~_~!,~-.~,~ //~ ,_~.~,~L~ ~- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [~ [ ] FIRE RESISTANT CONSTRUCTION ~ETRATION ") REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPF..CT [ ] FOU/~ATION 1ST ~H ~ [ ] F~UNDATION 2ND [ ] INSULATION [ ~F~TRAPPING []FINAL [ ] FIR~EPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C(~INSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~--1~ ? ~,~,-~, ~,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSPECTION [ ]ROUGH PLBG. [ ~J"~Su LATION [ [ ] RRE RESISTANT CONSTRUCTION [ REMARKS: [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RE~STANT PENETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUIL~uf''~ ~ 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]~ULATION [ ]FRAMING / STRAPPING [//] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]RRERESI~?~, CONSTRUCTION [ ] FIRE RESIST~ETRATION REMARK .S~~ DATE .~/h~/'~ INSPECTOR _~, y'~. ~-~__ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN.~ULATION [ ] FRAM,NG / STRAPPING [//~~ [ ] F,REPLACE & C.,.NEY [ ] .RE S~M:Et'~ ,NSPECTION D. ATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P.LBG. [[]]FOUFRA~IsOTN 2NRAPFiDNG [[ ] IN~~r/I~FiNAL ON [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIIIEI~.H(I'~ [ ] FIREIIESISTANTPENETIMTIOfl DATE~~--/~ INSPECTOR Y'~:~.D IhSI'EcTION REPORT [ DATE ................................... . aou~a ~G ~ / /, ~S~ON P~ N. Y. STA~ E~R~ CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN JqfALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c //-'2/1 7, 20 20 o? Expiration ~'//,o~ , 20 // BLDG. DEPT. a. ThiJ0~i¥~'~egllt0~r Tcrr kc c PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the folloW~J)~, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form ~/' N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: ~Bu~ilding Inspector a, PPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS tpletely 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 fbr 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 ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk 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 ofappi[cant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electhcian, plumber or builder /~ ~ - '~ ' b ' '~Xs on the tax roll or latest deed) If applic~ co~rati~ h~re of duly authohzed officer ~>~a~e a~d }itle~co~rate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which p, roposed work will be done: /,_5'0 -qC- rd, ,,., La-.-, House Number Stre~ Hamlet County Tax Map Noz 1000 Section Subdivision ~q4oml ,~,, Block 0 ~ Filed Map No. Lot / ~'"', / Lot State existing use and occupancy of pre .mises and intended use and occupancy of proposed construction! a. Existing use and occupancy d~,ec~.c. I.~Ac~e[ b. Intended use and occupancy .C-.,, .,.c ~ ,~a.~,~--- ~".,,..,,.~ ~\,~..'x~t,o o. {,I ~ ~. 5. If dwelling, number of dwelling units If garage, number of cars 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work Estimated Cost / 0 0 0 . 00 Fee (Description) (To be paid on filing this application Number of dwelling units on each floor 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 Height_ Number of Stories Dimensions of same structure with alterations or additions: Front Depth_ Height. Number of Stories 8. Dimensions ofentirenew construction: Front Rear S~,,,~. _Depth Height 4- -- ,3 g Number of Stories ~'vOO 9. Size of lot: Front //'/q. ~? Rear j7c/,,5 ¢ Depth .Depth ' :Rea}- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~' 13. Will lot be re-graded? 14. Names of Owner of premises Name of Architect Name of Contractor NO ~ Will excess fill be removed from premises? YES __ NO x~ "~EA'bAddress '~C 3 7 Address~ Address Phone Phone Phone No. a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this property within 300 feet of a tidal wetland? * YES__ NO__ IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 5Z Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ~ NO · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~fz~r:~r,, "~'~----gr~ being duly sworn, deposes and says that (s)he is the applicant (Name bf individual signing contract) above named, (S)He is the (.~O C/.'z-~ o ~.__ 15. X:-~'__ - \ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perfbrm or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 be fore me this ~s~ dayof ~)e c-~, (, ¢~. 20oq ~P~ ~'Q~- / ~ ~ignatur~ifAl~licant John M. Judge / NOTARY PUBLIC, State of New York / No. 01JU6059400 Qualified In Suffolk County Commission Expires May 29, 20 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. ~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~'~O ~ ~ ~* I 8TORM-WATE~ G~ING, D~INAGE AND EROSION CONTROL DistH~ S~lon B~k Lot CEflTIFIED BY A D~IGN PROF~SIONAL IN THE STATE OF N~ YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required fo~ a.Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size & Location? This item shatt include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Naturet Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will ~his Application Requira Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Sudaoe? Is there a Natural Water Course Running through the Site? Is this Project within the Trostees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? 0'his Item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercoume? D NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark In the Box, a Storm-Water. Grading, Drainage & Erosion Control Plan Is Required and Must be Submiffed for Review Prior to Issuance of Any Building Permitl EXEMPTION: Does this project meet the minimum standards for classification as an Agricotiural Project? Note: If You Answered Yes to this Question, a Storm-Water, Oredlng, Drainage & Erosion Control Plan is NOT Requlredl Yes No STATE OF NEW YORK, ~ - ~~ _COUN .......... ................. SS ...%.. . That I,. .(~:~.q.. ... J~..~.. ............................. being duly sworn, deposes and says that he/she is the applicant for Pennit~ (Naml~ of individual signing Document) And that he/she is the ~ ~.% ~.. ~ (Owner, Contractor, Agent. Corporate Off,:er, etc.) Notary Public.State of New York Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or hav<llg~q~.~r~ark, a~d to make and file this application; that all statements contained in this application are true to theqg~}l~ [~f/~l~ ~elteflLand that the work will be perforn~ed in the manner set forth in the application filed herewith. Swom to before me this; FORM - 06/07 BUILDING PERMIT EXAMINER CHECKLIST Architect/Engineer: -...~O(~-~ ~ ~- ~ SCTM# 1000- ~ ~ I~, ~ Subdivision: Property Address: /~ ~f [~ ~OO~ ~ Building Permits (Open/Expired): BP -Z / C/0 Z-~., Info: BP __ -Z / C/0 Z-___, Info: BP~-Z/C/0 Z- *Date Submitted:/~///06/O~*Date Reviewed/d/~/06/0~ Znn.-. City:~F~/~t.~ / d Pre COs? BP__-Z / C/0 Z-__, Info: , Info: BP__-Z/C/0 Z- , Info: __ Single & Separate Search Required? Y or'Determination:~ C (~ ~ Go c ~q ~ /~5~ ~ A~ ~/~/ ~Q.~tSize: ~ ACT. ~t Size: ~% ~ ~Q.~tCov~ACT:~tCov.~ ~Q. Front ~ ACT. Fro~ ~ ~ ~Q Side ~ ~ ACT. Side~ ~Q. Re~ ~ PROP. Re~ ~Q. Height ACT. Height Project Description: ~ ~O Waterfront? Y o~ If yes, water body:. Panel~ Flood Zone: ~ Bul~ead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ~/ Suffolk County Health:~-~or N - If yes, *Bed#: ~ *Date:////l~_~_dT~Permit#: [ ~ [ D ~ ~ ~&:Town Septic.'~or ~ ~-- - If no, certifica01on require: Y ~r ~4 Received: ~ or N By: NYS DEC: PRE-DECg/I/7$ Y 0~{ - Date: Southold Trustees: Y or/Date: /__ __ Southold ZBA: Y or ~- Date: __/ / SoutholdPlannin~r/~-Date:~//fi/~ Town Landmark C of A: Y or/DTE: / / / / Pemnit #: / Permit #: Permit #: Permit #: or NJ Letter - Notes: or NJ Letter - Notes: - Notes: *NYS CODE Compliance (p~ge 2): Y or N · Fee Structure: Calculati6n: Foundation: ~ [qT/,~I~SF .1. (_ First Floor: x:~_~_~ ~ SF Second Floor: _-7_SF ~/ Other: -~ ';-- SF 2. ( Total: 5 ~ 7 SF SF)- ( SF)- SF)- SF X $ -$ + hfitial Fee: $ + Additional Fee ( ): $ SF)= SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPIt /'~ Seismic Design Category." Weathering: Severe__ Frost Depth: 36" /Termite: M-It /'~ecay: S-M Design Temp: 11 __ Ice Shield Underlay: YES J Flood Hazards: USF_JOCCUPANCY CLASSIFICATION: ~ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DBSIGN CPdTEPdA: P'EsCP T V - FULL FRAMING DESIGN BLBME~ff.' Y~ IlEAl)ERS: YfN WALL STUDS: YfN CELLING JOISTS: Y/IN FLOOR JOISTS: LUIV[BER SPECIES AND GRAJDE: YfN DESIGN LOAD CALCULATIONS:~FN L]Vlg: YfN DEAD: YfN SNOW: Y/N SEISMIC[ Y/N GLRDERS: YfN ROOF I~klWI'ERS: ¥/N VVIND: Y/Iq W[NT)OW AND DOOR SCHEDULE: NiISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE:~ MEANS OF EGRESS: Y/N PLUMBING R1SF~R DIAGRAM: Y/N LOCATION OF I~ITLE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y~Xl ENERGY CALCS: Y/lq TOTAL COMPLIENCE? Y/N (RETIJRN TO PAGE ONE) ELIZABETH A. NEVII.Li~.~ RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 6, 2010 CERTIFIED MAlL RETURN RECEIPT REQUESTED Sterling Harbor Inc 260 Cox Neck Road Mattituck, NY 11952 Dear Sir: The bank returned your check no. 1254 in the amount of $2,134.80 due to Insufficient Funds. The check was payment to the Southold Town Building Department. This office is required to collect the money for the check and a $20.00 returned check charge for each check. Payment must be cash, money order, or certified cheek. The total amount due is $2,154.80 ($2,134.80 + 20.00). Payment must be received be close of business on Wednesday, January 13, 2010. Failure to pay this amount within the specified time will result in the referral to the Town Attorney's office for collection and the Building Permit will be voided. Thank you for your anticipated cooperation. Sincerely, Lynda M Rudder Deputy Town Clerk BLDG DEPI. 'tOWN OF SOUTHOLD BRIDGE BAN(~G~P Bridgehampton National Bank 004 05 025 Southold 54970 Main Rd Southold NY 11971 PHONE: 631-765-~500 2200 Montauk Highway EO. lR)x 3005 Bridgehampton, NY 11932 Tel (631) 537-1000 Fax (631) 537-6265 www. bridgenb.com TOWN OF SOUTHOLD ELIZABETH A NEVILLE TOWN CLERK BOX 1179 SOUTHOLD NY 11971-0959 ACCOUNT: 500015466 AS OF: 12/31/09 PAGE 1 * FOR DEPOSITED ITEMS RETURNED * THE FOLLOWING CHECKS HAVE BEEN RETURNED .................. PAYOR ........................ REASON ....... STERLING HARBOR INC INSUFFICIENT FUNDS TOTAL ITEMS CHARGED BACK TO YOUR ACCOUNT YOUR ACCOUNT BAI~ANCE IS AMOUNT 2,t34.80 2,134.80 185,875.66 *031000040* 12/31/2009 6218228211 o o This isa LEGALCOPYof '..~"' your check You can use t the sameway youwould ~ ........ -"'- ~ '' '~ '' ~ ..... ~ ..... use theoriginal check. ~m~ · / ~U~: ~ ~ 1254 RETURN REASON-A , NOT SUFFICIENT FUNDS . ~o: .... = . North ~rk Bank ~ , Ira"DO ~ 2 5L,' Lm:O 2 &l~O ?q ~. 2m: O & 2~ ~oqqL?,l" ,"DODO 2 & % k.q,O," November 27, 2009 Town of Southold Building Dept Town Hall Southold, New York Re: Tax map number 1000-88-02-15.1 150 Sterling Harbor Lane, Southold N.Y. Dear Sir, Attached you will find the following: 1. Completed Building Permit Application 2. Completed erosion, sedimentation & storm water mn-off assessment form. 3. Check #1254 signed 4. Four sets of building plans. Compliance certificate page A-7 5. One property survey, with proposed improvement locations. 6. One Suffolk County Dept of Health stamped survey approving the installation of septic system. 7. Town of Southold Septic Tank permint. Please approve for a building permit. Sincerely, Joseph Read N _~.~ PROPOSED ELEVATtON . PROPOSED coNTOUR PRO?OSED SEPTIC SYSTEM ( 4 BEDROOMS) 1.1000 gol. PRECAST SEPTIC TANK $-8'¢ ~ 4' DEPTH LEACHING POOLS ABOVE GROUND WATER, WITH 3' SAN~ COLLAR I om famMor with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ond will obide by the conditions set forth therein ond on permit to construct. the The Iocof/on of wells ond cesspools shown hereon ore from field observot/ons ond or from doto obtoined from others. ANY ALTERATION OR AODII?ON TO ~.tlS SURVEY IS A OF SECtiON 7209 OF THE NEW YORK STATE EDUCAI?ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER??FICAiTONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ::~'OLR C()UNTV DETA?,.7 N',!?~T O? ~ZAI..'CH SERVICES 'VEY OF PROPERTY A T BA YVIE r WN OF SOUTHOLD 'FOLK COUNTY, N. K ALL JO' WIDE BUFFERS SH(.WN ON THE APPROVED FINAL PLAT SHALL REMAIN IN THI:TR NATURAL STATE. THERE SHALL BE NO CLEARING 0t;~ GRADING WITHIN SAID JO' WIDE BUFFERS. LOT NUMBERS REFER TO "£WAL PLAT STANDARD SUBDIVISION FOR STERLING HARBOR INC" 1000-88-OP-P/O 16 SCALE: 1'--40' MA Y 8, 2009 NOV. 5, 2009 (B.O.H.) ET_EVA'nONS ARE REFERENCED TO N~VD. (6J1) 12Z0 TRAVELER ST~p. SOUTHOLD, N. E 11971 N ~t" PROPOSED ELEVATION -[] - PROPOSED CONTOUR PROPOSED SEPTIC SYSTEM [ zl BEDROOMSI 1.10,0.0 gal., PRF_CAST SEPTIC TANK J7-8 ¢ x 4 DEPTH LEACHING POOLS ABOVE GROUND FIA TER, ~IIlTH ,3' SAND COLLAR I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide b,y t~e conditions set forth therein and on the permit to construct. -% The location of wells and cesspools shown hereon are from field observ<~tions and or from data obtained from others. ANY ALTERATION OR ADDI?70N TO THIS SURVEY IS A ~10LAT~ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ROO~RUNOFF HSE. 2772 sq. lf. GAR. .357 sq. fh 3129 sqoff._ 3129" I "0.17 532 cu. ft. 532/4E.7~ = 12.6 VF PROVIDE 3 LPS 8'~ x 4.5' Dee~ or equal SURVEY OF PROPERTY A T BA YVIE r TO,tN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I000-88-02-P/0 15 SCALE: 1'=40' WA Y 8, 2009 NOV. 5, 2009 fB.O.H.) Dec. Ig~ 2009 (Roof Runoffi ALL 50' WIDE BUFFERS SHO~ '~ ON THE APPROVED FINAL PLAT SHALL REMAIN IN THEIR NATURAL STATE· THERE SHALL BE NO CLEARING OR 3RADING WITHIN SAID JO' WIDE BUFFERS. LOT NUMBERS REFER TO "FIt!AL PLAT STANDARD SUBDIVISION FOR STERLING ~-ARBOR /NC" ELEVATIONS ARE REFERENCED TO N~VD, (65~) 765=5020,F, AX P.O. BOX 9~, 12JO SOUTHOLD, N. 4961~ ;-1797 N SCDH$ Ret. # R10-09-0067 The location of we/is and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY iF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. / om fomMor with the STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYS~MS FOR SINGLE FAMILY RESIDENCES ¢nd will obide by the conditions set forth therein ond to construct. ROOF RUNOFF HOUSE 2, 772 SO. FT. GARAGE 557 SQ. FT. 3, 129 SO. FT. 3129 x I x 0.17=532 CU. FT. 532/42.2=12.6 VF PROVIDE ,5 LPS 8' DIAMETER x 4.5' DEEP OR EQUAL ALL 30' WIDE BUFFERS SHOWN ON THE APPROVED FINAL PLA T SHALL REMAIN IN THEIR NATURAL STA TS. THERE SHALL 8E NO CLEARING-OR GRADING ~THIN SAID 30' ~1DE BUFFERS. LOT NUMBERS REFER TO ,NAL PLAT STANDARD SU8DIVISION FOR STERLING HARBOR INC" SURVEY OF PROPERTY A T BAY VIE W TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 15 SCALE.. 1 =40 MA Y 8, 2009 NOVEMBER 5, 2009 (B.O.H.) DECEMBER 18, 2009 (ROOF RUNOFF) JANUARY 20, 2010 (FOUNDATION LOCATION) May 22, 2010 tFINALJ OCT. 25, 2010 (revi~h~ns~ dAN. 24, 2011 Ipool final) I' , '~% . '- N. ESi UC. /~ECONIC SURVEYORS, P.C. (63~) 765-5020 FAX (63~) 765-~797 P.O. BOX 909 1230 TRAVELER STREET] I SCDH$ ReL # R10-09-00~7" SEPTIC SYSTEMS MEASUREMENTS 28. 4 23' 2.4 2.5. 6 40' 40.6 39 35' ST LP#2. LP#$ I om fomilior wit~ ~he ST~Jfl,4RflS FOR APPROVAL AND CONSTRUCTION OF SUBSUI~ SEWAGE DISPOSAL SYSI~4S FOIt ~INGLE F~LY RESIDENCES ~d will ~ I*y t~e ee~d~te~e eet ferth ~ end on the permit to cene~eeL ~'he Iocotion of ~ ~1 ~ ~how~ hereon ore ~ ~d ~~ ~ ~ ~ ~to ~t~ ~ oth~a. ROOF RUNOFF. ~ HOL'SE 2, 77? SO. FT. GA,!~AGE 557 SO. FT._ 5, 129 SO. FT. ~129 x I x 0.17=532 CU. FT. 5~;'/42.2=12.6 VF Pf~,;'VIDE 5 LPS 8' DIAMETER x 4.5' DEEP OR EQUAL SURV37Y Ol~ PROP~,RTY A T BA YVIE · TO ~rN OF $OUTHOLD SUI~?OLK COUNTY, N.Y. 1000-88-0~-P/0 I5 $CAL~: I'=40' MA Y 8, 2009 NOVEMBER 5, 2009 (B.O.H.) DECEMBER 18, 2009 (ROOF RUNOFF) JANUARY 20, 2010 (FOUNOA 170N LOCA17ON) Moy 22, 2010 (FINAL) OCT, 25~ 2010 (revisions) Waiter a. r~t~u~,, . - ' Office of Wastewater Management ALL ~0' ~DE BUFFERS SHOWN ON THE APPROVED FINAL PLAT SHALL REMAIN IN 7t/EIR NATURAL STATE. THERE SHALL ~ NO CLEARING C,~ GRADING WITHIN SAID ~0' WIDE BUFFEMS. LOT NUMBERS REFER TO 'iClNAL PLAT STANDARD SUBDI~4SION FOR STERLIN( HARBOR INC~ · 'F/ECONIC SURVEYOR~,:P.C.' (631) 765-5020 FAX (6,51)765-17~Z P.O. 80X 909 SOU~OLD, N.~ 11971 102-142 REScheck Software Version 4.3.0 Compliance Certificate Project Title: stedingharbor inc Energy Code: 2DB? New York Energy Conservation Construction Code Location: Suffolk County, ~ York C~nstruction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percenlege: 6% Heath9 Degme Days: 5750 Consm.,ction S~le: Owne~/Agent: DEC 16 ?~0~ BU)G. DEPT. TOWN OF $OUTHOLD Designer/Co~tracto n ComDiianee: Maximum UA: 32~4 Your UA: 1658 Basemenl Wall 1; Solid Concrete or Masom7 Wall height. DelXh belew grade: 7.0' thsu~ation depth: Doer 1: Glass Fk~r 1: Ali-Woad Joist/Truss:Over Unconditioned .qpa~e Wall 1: Wood F~ame. 16" o.¢. W'mdow 1: W~d Frame:Doable Pane ~ Low-E Ceiling 1: Flal Ceiling Or Sdssor Truss F~'nac~ 1: Ferced Hot Ak ~5 AFUE Air C43ndi~oner 1: Electro Cenlr~ Air 13 SEER 220O 0,0 10.0 129 80 0.550 44 2200 19.0 0.0 103 176D0 19.0 0,0 997 991 0_350 347 1092 30.0 0,0 38 The proposed buik:ling represented in lhis document is consis~nt wi~ ~ building plans, specifications, and other calculations submitted with this pormil al~licallen. The prolx~ed systems have been designed to meet the 2007 New York Enelgy Co,~, vatlon Code requirements. When a Registered Design Professional has stamped and signed this page, Ihey a~, attesting Il,at Io ~ best o{ his/her knowledge, be)ief, eno professional judgmenl, such plans or speciNcotk~s are in cumptiance with this C~x~e. ~. Nerve - TiMe Pruject Title: stedmghmbor thc Dale tilename: Untifled,rck Report date: 12/t6/09 Page 1 of 1 vd 0 ~cjg-61~L- ~ 99 eupto--I C.O. INCREASER %l$H 0 3' ..7 7 0 ALL PLUMBING WASTE TESTB]G ~EFOF',~ COVERING ON LEAD CONTEIv T BEFORE CERTIRCA TE O~- OCCUPANCy SOLDER/,, ~: D IN WATER FRAM',',' ' .:'.;RVEY OF FO.' ' T?ATION / CODESO H ,~ ......... ~'~' FOR POURED COFC,~EI~ ,~ ~ , ALL CONSTRUCT[ON SH~L~ MEET THE DESIGN O~ CONSTRUCTION ERRORS, ~y"~'?[Fm'w ll ,REBUIRED Z d F--I:= ~l_z o DATE: ~ 1/~/,~oc~) ~ 1/!212oo9 ---- ~,.~,, El ~,_0,~ ~,_~,, ~'~ b,V ~¢~'-'%'','- _. ,--.,,r-,... ,.-,' ,, --*-- ~,, ~, ~ , ~} ~ W COAT ;. ;~_ ~ , ~ , _, I - uP FOTE~ ~ll ~ ~NN~ ROOM // I~ ~ ~ ~ / / ~ ~ ~ / i ~ / ~ -~ ~ ~'-4" ~'-~" 4'-~" -- ~ / ~ .... / TYPICAL uJrNDoUJ $C. NE~ULE 5¥M~OL I FIF~ST FLOOR PLAN FIt~.~T FLOOR 1'~'1~ s,~. TOTAL LIVIN~ 2~4~ s~. Ft. J DOOR 5CNEDDLE 5'~'MtDOL 0 ELECTI~ICAL LEGENB) 3'-2" / / / / / / I ~EOROOM ~ / /I / I I ..---OPEN TO t~ELOD? '~ SECOND FLOOF~ PLAN I/4" = 1'-¢~" PLAN NOTES: Z d DATE: · f 1/12/2oo9 /.._ [RIDGE VENT TTPICAL IX~3 HO[RJZ, ~JOOD 51DING ~JITP. ~," EXPO~LJRE. ~ CONCEALED t=LASNING '~. ~UITH D~IP' CAP ~ /FO~ INFORMATION ON FASCIA 5EE LUALL SECTION G/,E~LE VENT 5HUTTEI~5 I&JHE~ 12 -IX~ ti// IX4 T[RIM - IX~ 12 mOOD SIDING / [RIDGE 'VENT T'r'PICAL NOTE: CONTf~.ACTOR TO VERIFY CHIMNE"r' FINISH MATE[RIAL MASONRY f6 [REQUI[RED, CONT[RACTO~ TO MOPlF'T CONSTf~UCTION OF FIREPLACE AND CNI~'4E¥ A5 REGUI[RED. IX~ T[RIM ~OA~JD UJITW ~[RIP CAP 12 I I I I I I 1 I I I ,:.L-_~,,z.: .... ,_L-_'-~T~ COLUMN t,UOOD VENT 12 TO BALL =IER5 TOP OF PLATE SECOND (~) ~ASEMENT '(TOP OF ~r~'~E VENT T't'pICAL METAL CHIMNEY ,//~- 240# 5HIN~:LE5 r2 TYPICAL 12 FALSE VAULTED CEILING E~EYOND AT CHIMNEY :D TOr~ OF pLATE ~ECOND 12 5.S r~ TO CALL VENT TOP OF: PLATE 12 ~3 SECOND ~ 3.5 ~LOO~ FIR.ST FLOO~ (SU~) ~uooD I I ~x~ ~oo~ I J IX4 CO~R"4E'~ I -- FO~I 5LAXITY I I J I . PIE~5 AS ~QUI~EP I I I I FIRST FLOOE ~ I I ] I I J I I .(su~) I I l I I I I I ~ I I I I I I 1 I I I I I I I ~A~E~ENT METAL ~TWCCO GMJMNET ~ ~ID~E ~NT , VENT TTPIC~L " :' IX4 T~IM ¢ON¢EALED ,., , TOP OF PLATE ~ECOND FLOO~: NANDf~AIL OMITTED FO[R CLARITY' ~ ?/ - tSf~lC~". PIE[RS I z_ IXI~ E~ELT { ~ITH D[RIP CAP I VENEER I r L ~- L £ _ _ ~ALL VENT 12 ~ECOND FLOOR FLOOR 15ASEMENT >,, Z Z I" d DATE: 1 l/:~/zoo9 11/12/2oo9 f~l~HT 5IIDE ELE"v',,5,TIONs/,~,"; r-,o" LEFT 51[::)E ELE'v'ATION ~/,~,',--I'-,~', 2XI2 5LOPED JOIST5 '~ I~'" 2X8, RAFTERS R-5¢ T"YpICAL ATTIC INSULATION FIRST FLOOR TO RIDGE ABOYE KNEE WALL, 2X4'5 e 1~" O.C. ~, WALL BE'fOND =- 2X10 FLOOR JOISTS '~ I¢" C.G. .--TOP OF PLATE K,~EE WALL FTOP OF PLAT':: SECOND FLOOR SECOND FLOOR: (SUB) FIRST FLOO~ I/2" PL'f'WOOD 5HEATHINC~ NAIL WITH 8ct NAILS e 4' C.C. 'PERIMETER AND '~ E~" C.C. AT INTER~'IEDIATE R/,,f=TERS (SEE STRL~CTURAL (2) 2X4'S ,e 24" O.C. FROM bEAM TO I FOR OVER- ELEVATION5 WINDOW ROOF TO WALL 'CENT 12 (109 TO RIDGE- ABOVE 2x& COLLAR I~EAMS IT --] II {I l II VAULTED CErLING / BE"rOND / ~AN~ LAM/ LYL BEAPI~ PL'r'- WOOD t~RIDGIN~ WNER. E SHOWN 2X1¢ FLOOR JOISTS e 1~'~ C.C. GANG LAM L'VL lBEAM WITH 2x¢,,'8 TOP AND BOTTOM 2X4¢'S TO VERTICAL STUDS WITH (3) l~,d NAILS T'fPICAL VENT 12 RIDGE BEAM 32" 2X4 HORIZ. E~RAC-ING WITH 2X4 CRESS tL=,RACING DOWN TO I" RIGID INSULATION LOFT 2X& BRIIDGING WHERE -~AN~ LAM LVL ~EAM 2Xg, RAFTER5 '¢ I&" (2.0, /-- 2X8 CLG. JST'S. '~ I~" C.C. DEC. K. ~f~EAT ~OOM ; FO"r'E~ f:='O ~-..C, H T"YPrCAL ATTIC iNSULATION 2XS'G W/ ti2" PLYWOOD LINTEL 12 TOP ~ PLATE SECOND FLOOR (SUB) L ..... ¢ ~A&EMENT eTA[I r, ~P ~ ---- /- (TOP ¢ ~LA~) ~ BEA~ TO ALLO~ E ~ENT ...... -- - FOR A[~ FLOW TTPICAL TO ~IP~E ~NT A~O~ (2) 2x12'5 ~D~E ~NC. ~L,B ~ ~EMENT  = ~EA~ (TOP ~ ~LA~) GEOTION WITH 2X4 C~O~e ¢/ CEILIN~ AT END ~ALL5 ~ % ~ (229 PROVIDE OPEN/N~ IN ~OOF 5WEATW[N~ TO ALLO~ FO~ , 2X~ ~ e OUT~ 2X8 CLG. JST 5. 52" O,O. SHAPED WOOD 2) 2X~ WAN~ WHERE ~HO~ 1114" PICOT5 TOP ¢ PLATE (2 PIC~T6 ~ 6ECON~ FLOO~ AT Tt~EATED ~LIO00 STEPS TO GRADE R-I'~' TYPICAL WALL INStJLATION~ ALL SIDES E~EP~OOM '"'..3 ~ATIA "3 ~ATN~ ~ 1~ FLOO~ JOI~T~ 12 ¢ I~" ~AN~ LAM ~ASEMENT GANG LAM LVL E~EAM FLOOR JOISTS D.C. AT ~ATH D IN[NC~ t~OOI'1 2X~, CLG. JST'S. WINDOW ROOF TO WALL VENT (SI) 12 2X~, OL~. JST'5. ~ PORCH CELLIN~, LAP ~V" JOI~T ~X~'~ HANDRAIL SECOND FLOOR FIRST FLOOR BASEMENT (TOP OF SLAB) 112" WIDE BOTTOf'd RAIL ¢UT PROld 2X4, WITH ~/4" ~ = I'-¢" = FOR D'~AINAGE 1/2" WIDE HANDRAIL, CUT FROM 2×~,, WI 3/4" CNAMt=ERS 3/4"Xl l/I2" WOOD APRON MOULDfrNG I/4" 5~I~AE PIC~T~ e 1" C.c. I/~4'l F~ME TOP AND ~OttO~ "/,~,TED 2X8,'5 AND lXl¢ ESELT BOAP~ WI T'~4E4~TED 2X2 NAILER NANDt AIL DETAIL OAK NOSINC:~ OVEf~ DIE,'~ PARTICLE BOARD UNDERLA"rMENT OVER 1/2 PL"f'WOOD SlJI~ FLOOR IX& TRIM SECTION ~/4 SECTION 114" d DATE: 11/~/2OO9 11/12/2OO9 15# FELT 12 PLYWOOD Ld}TH PLY CLIP5 (2) 6TUDS TO RIDGE lBEAM AND (2) e 24" C.C. ,ALONG G,ANG. L,AM LVL BEAM OO","IER mITH V2" PL'T'LUOOO ~I~E ,AN~ SCRIBE CIRCLE SO THAT N,ARRO~U POINT ~ 2X12'~ NOT LESS THAN '~ 12 ~EE BUILDIN~ ELEV,ATIONS LINTEL (IBE¥ONED) (2) 2X}O'~ LINTEL I¢¢" 0.~., TO TIE ROCk:: TO IJJ,ALL OUT TRMME~ FROM 2X TOP ~ PL,ATE 5/g~" p,ART[CLE E~O,ARD UNDERL,A'r'MENT (510"- E×TERIOI~ GL~E PLYWOOD UNDE~.LAhq'1ENT IN FLOOR _ ~ TOP ~ PL,ATE IX~, ~OOD F,A6CI,A WITH lX4 TRIM CONTINIJOIJ~ pE~=OR,ATED ALUMINUM VENT IX~, LgOOO TRIM -IX~ HO~IZ. ~OOD ~IDING UJITN ~," EXPOSURE 2X4 E~LOCK;ING 'AT MID HEIGHT OF WALL 2X4 WOOO STUD5 '~ I~" O.~. ]" T ~. ~ Rr,'-IO INSULATION INSTALL TO I"IP~. INSTRtJCTION~ ~,R,ACE ,AT CO.Eft,5 ~OOFTO B,ALLVENT I~" O.O. TO TiE ~OOP TO ~E,AM /- CONT. 2X4 2X~ JIOJ~T5 '~ COL, CEILING JOIST5 TO SUPPORT SOFFIT ROOF PL ,N 1/8," = 1'-0" 5/,4" GLLJED ,AND NAILE~ (,A[~D I/2" EXTERIOR GLWE PLYWOOD WN~Ef~..AYMENT IN ~ET "/' JOINT 1X~, 5 t¢" PLTIDOOD 50=FIT WITN 2" IX4 L~OOD T~IM ~ IXlO J[~. T,~IM C-,ONTINL~OU5 . ALUMINUM ~NT SEE ~T~CTU~L ~BIN~ ~/4" ~_ T~IM 2X4 ~ILOC~IN~ AT ~1~ ¢ ~ALL ~-I~ ~ATT [NS~LATI~ F~O~ 2X~, ~/ 3/4' CNAMFE~" ~/4"X~ V2" ~OOD APRON IX4 ~OOD BA~E ~tT~ ~/4" ~/4"X1 I/4" P~AME TOP AND ~OTTOM MET,AL- 3 I/2" ~JIDE BOTTOM 5/4"X~," DEO,~-.ING OUT PROM 2X4, ~ITH ON T~ATED 2X~'5 e FIRST FLOO~ elS' (2) T~TED 2X~'8 ~ ~ T~ATED 2X2 LED~E~ ~-I~ ~ATT INSULATION x AN~ IXI¢ TR~M BOARD /T~ATED ~OOP 5TE~ . .. T~ATE~ LATTICE ON 4 CONC. 5L,A~=, LUITN ~*x~,- ~1.4X~1,4 LULLIF O",/Ef~ ~, MrL MOISTU~ ~ASEMENT ~ (TOP ~ 5LAB) ~/8," EXP,ANSION JOINT FILLE'I~ FOR FOOTING ~r~'E ,ANP REINF. SEE ~ENER~L NOTE5 W,ATEI~PROO~FIN~ rNSULATION I~O,A~,D TO PROTECT ~'A,TE~PROOFIN~ *4'~ '~ l~I' O.O. TW~ ~P rNTO W,ALL 0 Oo =IPE ,AROUND PEf~IMETE~ OF IB, ASEMENT f~WN TO D,AYLIGNT Z czZ d DATE: 'f 1/~/2oo9 1 1/12/2~9 THAN ~"-0", CENTER Sue" LONG PLTUJOOD AT CENTE~ ~ ~EA~ 5T~E~ JOINT5 AT ~EA~ ~lT~ MO~E TN~N ~E ~L~O~ ~LATE. PL"r'uJoop NOT TO SCALE NAIL PLYWOOD FLITCH ~EAM TOGETHER B/t~ NAIL~ STAGGERED TO~ AND BOTTOM, EACH FACE FLITCH ESEAM ~ETAIL N N ~ FOR ,(2) OR (5) GANG LAM. / , I D/4 DEAM6, NAIL MEMBER~ / 5TA~E~EP TOP AN~ BOTTOM, · LTJPLE G NG L M. ET JL NOT T~ / / t / OPEN I / / / / / / / \ \ / //' / k / \ 7 THIS 5TMBOL INDICATES LOAD BEARIN~ INTERIOR UJALLS. ALL EXTERIOR[ ~ALLS ~o~5 ~[N~ F~OM ~OTTOM ~ BALL PLATE TO TOP ~ ~ALL PLATE. THAN ~ DE~EE~ F~O~ THE HORIZONTAL. · HE~E LES5 THAN ~ ~E~E5 AND AT ALL ~UILDIN~ CO~E~ ~lTHO~T METAL FO~ EDgE NAiLIN~ AND 12" O.C. ALL INTE~EDIATE NAILING DASH LINE lID{CATE5 ~OOf F~AMING ROe. ( 5EL STUD NOTE ~ ~ELO¢) ~ / ~ ' u4',= ~'-~" ~/ z. ~ . ~ ~ ~ ~OOF AND CEILIN~ STrUCTUrAL PLAN : ....,--- , / I ~ ~. Exm~ro~ ~ ./' ~ I ~ % ~ m / ~ ~O~N~ ~ .J~ ~ ~.~ I ~ G~AT ROOM ~ KITCHEN ~ ~TTCNEN ~ECON~ FLOO~ ~T~UCT~L ~L~N - ~ - 0 'ND'CATE5 THE NU~ER OF UNDE~ ~EAM A~O~ ~N IF NUMBER OF STUD6 AT BEAM ENDS ARE NOT INDICATED, U6E (2) STUD& Af::'PROYED E,oUAL 5U~PLrER. PROPERTIES 5WALL MEET OR EXCEED: Fy = 2'5¢ P~i E = 2,~¢¢,¢¢¢ CONNECTOr6 INDICATED A~E MANUFACTU~ ~ THE 5PI~50N LIQNT D .~ VANITY Q LITILITT INTE~IOt~ ELEVATION5 ~ UTILITT .(~ PBDR. UNLESS NOTED OTHERU. JISE, ALL INTERIOR DOOR AND LgALL OPENINS$ IN LOAD BEARINC= LUALL~ ~HALL NAvE (2) 2X1¢ LINTEL ~JITH DOUBLE ~TUDe AT EACH LINTEL END (T~p~CAL). C2) 2X1~'5 ~T~ I/2" PL~OD PLATE Lr~TEL. USE (2) ~T~D6 AT LINTEL END~ UNLE~6 ~TH~ISE NOTED ~0~ O~NAN~ ~OM FACE OF 6TUD TO ;ACE OF TRITER (SEE ~ALL 6ECTION) [5 I'-f ~" UNLE55 OTNE~r~E NOTED Z Z m ¢. V} O 88 d DATE: 11/'~120o9 11/12/2oo9 NYE__ ENERGY COMPLIANCE __NOTES F__OUN?T,ON_.' WIN DOWS AND DOORS: THB FLOOR OVER A VBNTED CRAWLSPACE CONSTRUCTION, ~F AFPLICABLE, MUST BE AND VOID THE WARRANt, FRAMING: PLUMBING AND ELECTRICAL: SEAUNa BAND JOISTS BUR,lNG CONSTRUCTION; RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283), UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO BE SATISFIED BY [N~ALLING SEALED A[RT[GHT BOXES OVER RECESSED LIGHTS, SEALING BAND JOISTS AETI~R FRAMING (ALTERNATE METHOD): 1), INSERT RIGID FOAM BLOCKS ON INSIDE OF BAT'rS IN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, A~ND FLUSH WiTH SILL PLATE. 2). CAULK ALL FOUR $~DES iOF FOAM BLOCKS AND JOISTS UNDER FLOOR Jol~T$. 1ST. FLOOR DECK: 1). FULL INSULATE JOIST CA~VITIES. 2]. INSULATION TO BE SUPIPORTED W/TH WIRE RODS. ~ERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USBD WiTH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, NEAT TRAPS (IF NOT INTEGRAl, TO THE WATER HEATER) TUB/SHO'g~ER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC)_ HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. HVAC SYSTEM EFFICIENCIES; THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS 503,2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503,3.2 AND 503.3.5. TEMPERATURE DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AIqD PIPES IN UNCONDITIONED SPACES. AS INDICATED IN ECCCNYS B03.3.3. FLEX DUCT MUST HAVE R-VALUE LABEL~ ON THE OUTSIDE JACKer (ECCCNYS J02,5.3), DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCT~qoRK (ECCCNYS 503,3,4). ALL PORT1ONS OF STUD 8AYE OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNEC~ONS AND SEAMS (EXCEPT LONGITUDINAL JOINT~ THAT LOCK) gl 181B MAy BE USED FOR FLEX DUCTS. DUCT TAPE I~ NOT ALLO~ED FOR DUCT EXTERIOR OPENING HEADERS: SANDWICH RIGID INSULATIION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THA~N WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: ii, PROVIDE HORIZONTAl. IBLOCKING AT 48" D.C. AND AS NEEDED FOR NAJLF:BS. 2). FIT CAVITY INSULATIONI CAREFULLY AROUND HORIZONTAL BLOCKING. 3), PROVIDE A NAILER ON ~FHE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BO~J'OM plaTES. CAVITY SEALING ON EXTERiIOR WALL: SEAL ALL EDGES TO MAKE AdR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: I), SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. DROPPED SOFFIT ON INTERIOR WALL: USE PLYWOOD, DRY'~ALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES, INTERIOR SOFFIT ON EXTERIOR WALL: I). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLJ AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITy CHASES. 3). S~AL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE, KNEE WALL SUPPORTING R:OOF: 1). SHEATH WALL BEI'~EENI WALL AND RAFTERS AND INSULATE WALLS TO PREVENT ~UIND WASHIFqG. INSULATION: FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATFS, SHEATHING AND DRY~ALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRY'WALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES ~XBTHOUT GAPS. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND WRITFEN MATERIALS: WRITTEN MATERIAL~ DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS i02.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE: L%'ERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C, TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE M~TAL DUCTS AND KEEP RUNS AS SNORT AS pOSSIBLE, KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS. ESPECIALLY IF THERE IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO BE iN ACCORDANCE WITH ASHRAE STANDARD 62.2003 AND THE REQUIREMENTS CONTAINED IN NY~ CODES FOR DETERMINING MECHANICAL VENTILATION RATES, KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMI~J'ENT OF 2B CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 50 CFM INTERMI~-ENT OR 20 CFM CONTINUOUS. DOCUMENTATION OF RbVALUE$: FACED OR UNFACED FIBJERGLASS BATFS, AND RIGID FOAM iNSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES. SCUffLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. CATHEDRAL CEILINGS' Ii. PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING 2). PROVIDE BLOCKING ~q~(IEEN RAFTERS OVER WALL PLATE. REScheck Software Version 4.3.0 Compliance Certificate Project Title: ead Location: Shel.ter New York l Cons, truction Type: Single Glazing Area P~ rce 6% Heating Degree Days: Construction Site: ent: ., Designer/Contractor: Compliance: Maximum UA: 3248 Your UA: 1658 Basement Wall 1 :.Solid Concrete or. Masonry 2200 0.0 10.0 129 Wall height: 8.0' Depth below grade: 7.0' Insu. lation depth: 8.0' Door ~. Glass , .. 80 0.550 44 Floor 1: Ali-Wood Joist/Truss:Over UncondRioned Space 2200 19.0 0,0 ~ 103 ~r:ll 1: Wood Frame, 16" o.c. ~ _. 17600 19.0 0.0 997 mdow 1: Wood Frame:Double Pane with Low E 991 0.350 347 Ceiling 1: Fiat Ceiling or .Scissor Truss 1092 30.0 0.0 38 Furnace 1: Forced Hot .Air 95 AFU.E. Air Conditioner 1: Electnc Central Air 13 SEER '~mPlience Sta'ement: Thff?roPosed building design described here is consistent with ~he"building plans, specifications and other calculations submitted with the permit application. The proposed, b~ld~ng has be. en designed to meet the 2003 IECC requirements in REScheck Version '4,3.0 and to comply with the mandatory requ~iTt,~ed in~RE,~ck Ins,Rection CheckliSt. Name Title //SijJnature Project Title: JOe Read Data filename: Untitled.rck . Report date: 11118/09 Page I of 1 Z d DATE: ~ '~/~/~'oo9 .1 'I/12120o9 A7 JOIST DETAILS Top EXTERIOR DECK ATTACHMENT BEAM and COLUMN DETAILS BEARING FOR DOOR OR WINDOW HEADER BEAM TO BEAM CONNECTION Top rlan~a BEARING AT COLUMN CONNECTION OF MULTIPLE PIECEB OF TOP-LOADED~I BEAMS (1) BEAM ON COLUMN CAP COLUMN BASE BEARING AT CONCRETE WALL ELEVATEDCOLUMN BASE FASTF~"!NG of FLOOR PANELS FILLER and BACKER BLOCK BIZES INSTALLATION TIPS iI JT INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE ®® WEB STIFFENER A'IF'i'ACH M E NT UseB1 or B2 at h load bearing or shear wali from above This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ALLOWABLE HOLES - TJI Joists rable A - End Support r:, ROUND HOLE SIZE S~ARE ~RECTANGU~R HO F S~ ible B - Imntermedlate or Cantilevsr 8uppo~ ~LLOWABLE HOLES - Beams and H~aders TJI JOIST ATFACHMENT at BEARING BEAM ATTACHMENT at BEAlllNG WARNING Z ! d DATE: 11/12/2009 SIDEWALL~ ~r:LOORIUSP NUMBER DESCRIPTION , b I. ADS5 HOLDANcHoRDOWN 2ND. ADS5 HOLDANCHOR DOWN USE THE F©LLOUJING I-- ENDWALL APPLICATION CONNECT TO 1 SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR BOLTS CONNECT TO I SIDE OF ALL CORNERS ON BOTH SOT. PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W/THREADED ROD. METALSTRAP RIM BOARD SILL PLATE(S) WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 0 0 -- FOUNDATION ' O ' ' ' J STAPPING TO BE ATTACHED TO WALL STUDS @4B"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTF USP NUMBER LSTA24 DESCRIPTION APPLICATION INSTALL 4'O" O.C AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" D.C. AND JACK STUDS ON ALL OPENINGS 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAF INSTALL 4'0" D.C. 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS 2ND. FLOOR WALL 1 ST. FLOOR WALL STAPPING TO BE A~i'ACHED TO WALL STUDS @48"OC AND ALL WINOOWtDOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O C. 4" - 8" LSTA36 1-1/4"x3B" 18ga. STRAP AND JACK STUD~c ON ALL OPENING," 8" - 16" MSTA48 16ga, STRAP AND JACK STUDS ON ALL OPENING,~ TYP. CONC. FOUNDATION ^~^ CONC. SLAB DAMPPROOF EXTERIOR k 6 MIL POLY TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC SLAB 6X6 10110 WWM COMPACT FILL DRAIN TIL~ FYPICAL CONC. MONOLITHIC FOUNDATION, REINFORCE WITH (2) iN REINFORCING BARS METAL CC. ONNECTOR5 FOR PROPER WIND RE,516TANT ,~ GOOD CONSTRUCTION. FOLLOUJ M4,NLIF,4,CTIJRE'5 RECOMMENDED INST~,LLATION INSTRiJCTION5 TO ACNIE'v'E M,AXIMIJM UPLIFT LO.,~,D C~P,4CIT¥. KING STUDS CRIPPLE STUD HEADER JACK STUDS LOCATION IUSp NUMBERI ,D,.ES ,CRIPTION [ APPLrCATION ALL~'~-ENINGSI LSTA12 1-1/4 x12 20ga STRAPI APPLY TO EACH JACK STUD ALL OPENINGSl RT3 OR RT7 TYDOWN ANCHOR ~,PPLY TO EACH CRIPPEE STUD CRICKET AT TOP-SlIDE OF Y WALL SHEATHING SIDEWALL FLASHING FINIBN WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT LOCATION USP NUMBER ROOF LSTA24 RAFTER TOP PLATE WALLSTUD DESCRIPTION ( APPLICATION 1-1/4"x24" 20ga. STRAPJAPPLy OVER RIDGE TO EACH HAFt'ER FLASHING TO FORMrCHANNEL ANDSO AS TO MAINITAIN AIR PREVENTC~APILLARY ACTION KEEP ROOFING NAIILS OUT '-. OF FLASHING ROOFING LAPS BA~E FLASHING 4 INCHES B~SE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES GLIDE W,4,LL FL,,4,E:,NING 12" RAFTER RT20 121-1t8" x 20ga. TYDOWN ANCHOR EACH RAFTER RAFTER TOP PLATE WALL STUD, LOCATION USP NUMBER DESCRIPTION I APPLICATION · CONNECT EACH RAFTER/PLATE RTl5 TYDOWN ANCHOR RAFTER TO PLATE ---- CONNECT OVER PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD LEDGER RAFTER RAFTER SIZE USP NUMBER DESCRIPTIONI APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 2X10 LS210 18~a, SLOPE HANGERJAPPLy TO EACH RAFTER / LEDGER VENTILATION CHANNEL AS REQUIRED MAINTAIN VENTILATION ATTIC SHALL BE PROVIDED WITH A MrNIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF ¼ INCH IN DIMENSION. ONTIN. SCREENED VENT -CONTIN. SOFFIT / EXT, PLYV~/OOD ~OFFITED ROOF 'v'ENTIL,A, TION / 5OFFITED EAYE DET~,IL RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING UGH VENT RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AlB CONFORM TO SLOPE R PA SAGE OF ROOF WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLELWITN THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WOOD JO BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOIBTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS Gl STEEL COLUMN CONC, SLAB COMPACT FILL CONC. FTC, MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC P.T. PLATE B×BW.W,M. .... THICKEN S~B9 BENEATH BEARING WALLS AND COLUMNS, REINFORCE FOOTING WITH (2) iN REINFORCING BARS DBL. SiLL PLATE ~ _,d~"~' '/ TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION ROOF J4,Ck"..5 ~ 'VENT,5 SILL PLATE TO FOUNDATION 3RAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATIOh. {SLAI~-ON-GRADE) 1/2" AIR ~ ', AT END AND USE WITH 3x3 SQUARE WASHERS JSP LBPS58 OR BP583 :OUNDATION ~UPPORTING 1 STORY STORIES STORIES 5/8" DIA. ANCHOR BOLl MAXIMUM SPACING 72" DC 36" DC 57" DC NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM SHEET METAL / 30# FELT UNDBR BEAM AT POINT OF CONTAGT WITH CONCRETE OR CONC. BLOCK SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~SE~M POCK. ET NEOPRENE GASKET ROOFJACK ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT BOttOM TOp ¢~Ni~., E?TTOM PLATE TYPICAL BE~M DET,~IL ~TEEL / BOTTOM DETAIL g t!j l ~)~ JOIST STEEL BEAM NOTCH JOIST AND ADJUST HEIGHT (With A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPI',~G TO KEEP JOIST S ALIGNED) ~r SUBFLOOR ~ ~.--~ JOIST i~.~, _ STEEL BEAM ,><Illin.,_ ' PLATE (BOLTED TO BEAM) Z ? Z t-- d DATE: 1/12/2OO9 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS TNB FOLLOUilN~ OR: APPR:OYED II~p METAL OONNEC...TOR:$ FOR: PR~OPER: I/JIND R:ELSIST~,NT GONrTR:UCTION. ;OLLOUJ M,~NIJFAGTIJRE'~ R:ECOMMENDE~, INDTALLATION IN~TR:LIC. TION5 TO ,4O,HIE'v"E MAXIMUM UPLIFT LOAD C:APA~IT¥. 4" MAX, 1-1/2" SPACE MINIMUM BALUSTERS HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE ~TAIRS, HANDGRIP PORTION OF ALL HANDRAILS SHALl_ NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN DROSS SECTIONAL DIMENSION~ OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURPACE 4" MAX, RIDGE-TO-RAFTER CONNECTION RAFTER TOP PLATE WALLSTUD RAFTER TO PLATE/STUD CONNECTION DEG~-,/POf~C.N f~,AILIN~ LOCATION RTl0 10-3/4 x 18ga. TfDOWN ANCHOR EACH RAFTER 8" - 12" RAFTER USE HUMBER DESCRIPTION APPLICATION 4" - S" RAFTER " CONNECT TO 0 I " ICONNECT TO / RT2 21-1/8 x 2gsa. T~DOWN ANCHOR EACH RAFTER LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING $/g" DIA, BOLTS @lB"CC WITH WASHERS KING STUDS CRIPPLE STUD HEADER SPLICED JOISTS OVER HEADER/GIRDER CEILING JOIST TO BLDG. CONNECTION EDGER TO BE CONNECTED TO BLDG. USING 1/2 D]A, BOLTS @16 DC WITH WASHERS FLASHING TUCKED UNDER LAPPED OVER FIRST CeNT/N, PIECE OF SIDING BELOW 1/2" D[A, LAG BOLTS W/WASHERS CONNECTED TO BLDG. @16" DC GIRDER/HEADER LOCATION USP HUMBER DESCRIPTION APPLICATION JOIST TO G RDER/HEADER RT1O TYDOWN ANCHOR CONNECT TO EACH ]OIS'T WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER FLOOR FRAMING 2x ]OISTS ALL ]OlETS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. JF ABLE, SET FIR JOISTS APROX, 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOg SHRINKAGE. BLOCKING SPLICED JOISTS OVER HEADER/GIRDER RAFTER SIZE 2x6-gx8 2XlO USE Ls26NUMBER' 18ga.18ga.DESCRIPT[ONsLOPEsLoPE HANGERHANGER APPLY~ TO APPLICATIONEAcH RAFTER/LEDGER LS21O APPLY TO EACH RA~TER/LEDGER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION URP NUMEERI D, ES~RIPTION APPLICATION ALL OPENINGS LSTA12 1-i/4 ×12 20ga. STRAPI APPLY TO EACH ~ACK STUD / ALL OPENINGS RT3 OR MT7 ~DOWN ANCHOR APPLY TO EACH CRiPPLE STUD LOCATION USP NUMBE~ DESCRIPTION APPLICATIONTuDS RAFTER/PLATE RTl5 TYDOWN ANCHOR CONNECT EACH STUD PLATE ANCHOR ] RAFTER TO PLATE PLATB/WALL SETH4 CONNECT OVER ~LATES TO EACH GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION POST RIM/DECK JOIST- POST-TO-DECK CONNECTION DECK/PORCH LEDGER CONNECTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RT1S ~DOWN ANCHORS WOOD GIRDER LOCATION USE NUMBER DESCRIPTION APPLICATION q~4 SOLID COLUMN BBS~t / PBSE44 / KC4't POST CAP ANCHOE APPLY TO EACH COLUM~ HOLLOW COLUMN PBS66 / PBSF66 / KCS6 I [ APPLY TO EACH COLUMN ~(6 SOLID COLUMN POST CAP ANCHOR APPLY TO EACH COLUMN S MPSON gTRR1/2 H.C, ANCHOR EARING PLATE ~ DOUBLE 2x ~ (rqIN[MUM) I' FOR HEADER tI OR BEAM ROD I FOR STU MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRRI/2 INSTALL AS PER MANUFACTURES RECOMENDATiONS USE MIN, (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2} 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (g) BEAMS PAUq4 OR WE44 POST / SEAM ANCHOR APPLY TO EACH PIER (3 SEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER POST FTG. CONNECTION CONCRETE FOOTING APPLICATION APPLY TO EACH FOOTING APPLY TO EACH FOOTING DECK POSt 6 POST IPAUBB OR WE65 POST / BEAM ANCHOR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA IGROUNDI WIND I SEISMIC I I FROSTI SLNoOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD AD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ~ DECK AND COVERED PORCH NOTES: 1) Unless otherwise noted, all framing malarial to be #1 ACQ pressure treated lumber, All fastener~, hangers and anchors to be galvinized or stainless sleel. 2), Girders for deck joists ID be belled or anchored to each pos o p er with washers and nu s Grders on concrete piers shall be anchored with proper ethel connectors anchored into concrete with a mimmum 1/2" die x 7" long anchor bolt with washers and nuts. 3), Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 112" dia x 7" long anchor holt with washers ar)d nub. Foobngs Shall be 3 fi, below grade. ~). Deck joists to have blocking at 8'0 o.c, 5). Flasthng shall be installed between the building and Mdger. Lapping up the sheathing and over the ledger. Ledger to be fastened to bufldmg w~th 1 fg" dia. bolts with washers md nuts at 16" Concre[e piers sh~ll be a minimum 6" above grade, 7) Ail jo~s[s to be suppoded with hangers and anchors, Each Joist shall also be anchored te girder(s) ). Coveted Roofs shall ge assembled and anchored the same manner as a typical building L Use simpson hangers and anchors with Z-MAX trlpple protective coating or equal ~r any contact with ACQ, NAILING SCHEDULE ROOF SHEATHING; NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES STRUCTURAL PANEL 8d WFCM- SBC AS PER TABLE 3,8 ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL' 4-8d COMMON RAFTER FOE-NAIL CEILING JOIST 8' WALL; 3-Sd COMMON EACH TO TOP PLATE 1S"WALL:4-Sd COMMON JOIST TOE-NAIL CE~MNG JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAiL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 ! EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - fl 6d COMMON END NAIL WALL FRAMING: I JOINT I :SCRIPTION i TOF ~LATE TO T( ' PLATE 2 - TOP LATER AT INTEl ~ECTIONS 4- S UD TO HE DERTO TOP ( ;: BOITOM ! - BOTTC I PLATE TO FLOOR JO T, BAND JOIST 12. ENDJOIS ORBLOCKING ~ DECK FRAMING: t JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES TOP PLATE TO PER TOP PLATE g - lsd COMMON FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA, SIDE NAIL STUD TO :~ - 16d COMMON ;'4" FACE STUD O C. NAIL HEADER TO 16" D.C. FACE HEADER iBdCOMMON %ONG EDGES NAIL TOP OR BO~q'OM ! - 16d COMMON PER 2x4 STUD END PLATE TO STUD ~ - 16d COMMON PER Dx6 STUD NAIL BOTTOM PLATE TO FLOOR JOIST, BAND JOIS' 2 - 16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - Sd COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAiL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: F-ACH TOE SILL OR TOP PLATE 3 - 16d COMMON SLOCK NAIL EACH FACE LEDGERTo SEAMSTRIP 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO SEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL PER BAND JOIST TO; Z - lsd COMMON FOOT SILL OR TOP PLATE TOE NAiL ;>., ;Z d DATE: 'P~/?d;,oo~ /12/ oo9 A--lO CONSTRUCTION NOTES:, · The information within this sol of construction documents is re~ated to basic design ~ent and framing details. They are intended as a construction aid, not a substitute r generally accepted good building practice and comphance with current New York State building codes. The General Contractor is responsible [or providing standard construction details and procedures to ensure a professionally finished, structurally ,uod and a weatherproof completed product. . The General Contractor is responsible for ensuring that all work and construction eats current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as pad of the specltlcaflons for this building and ~ould be adhered to even if in variance with the plan. · Dimensions shall take precedent over scaled drawings· ~O NOT SCALE DRAWINGS). ). The designer has not been engaged for construction supervision and assumes no .~sponsiblllty for censtrucUen coordil:;ating with these plans, nor responsibility for ~onstruction means, methods, techniques, sequences, or procedures, or for safety ecautions and programs in connection with the work. There are no warranties far a [eciflc usa expressed or implied in the use of these plans. :~efer to the Window and Door schedule for exterior openings. . The Genera[ Contractor is to ensure that masonry or prefabracted fireplaces meets exceeds manufacfsre's specifications and applicable codes. , The General Contractor is to consult w~th the owner for al1 built-in items h as bookcases, sheivieg, pantry, closets, tMms, etc. , Wind toad requirements shall be taken into account dudng construction. FOUNDATION NOTES: 1). The General Contractor and Mason to rev(aw plans, elevations, data{Is and notes to determine inteoded heights of finished floor(s) above typical grade. . All footings to rest on undisturbed (virgin) soft, Provide 1/2" expansion joint marshal between c~ncreta slabs and abutting ~acrete or masonry walls occudog in exterior or unheated interior areas 3). Any new concrete walls being affached TO existing concrete structure shall 3e installed with ~5 re-bar, 18" long at 12" o.c_ Use approved epoxy for installation. 5). Unless other/se noted, ail slabs on grade TO be 2500 p s.L Concrete TO be 3our~ on 4 inch thick sand or grovel fill w~th 6x6 w~re mesh re~nfoming. Interior slabs [o be mm~mum 3-1/2 inch thick. All fill to be compacted to 95% relative density wgh ~" maximum ~iffs (layers), ~). Crawl spaces TO be provided with a minimum 18"~4" a~ess opening· Install one ~x16 cast iron ~undation vent for eve~ 150 sq. ff. of ama. ~). Damppmof exterior of foundation with bituminous cotamg as per section R406 of ~.Y,S. ResMenUai Construction Code· A 6-mil polyethylene film shall be applied over ~he be~w grade p~on of exterior watts prior to beatifing. . Drainage as per section R405 of N.Y.S. Residential Constructio'., Code, FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 BBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood matedal to be #2 + BTR. Douglas Fir. 3). Fiaom, wails, ceilings and rattem to be spaced at 16 inches o.c, unless noted otherwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR, Doug· Fir, Beedng wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire ~nd blocking where applicable. 5). All dush beams/headers to be installed with heavy duly galvin/zed hangers and anchors where applicable to all connecting joists. · Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 'Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick micrctama ( height to match floor joists) around stairwell and/or other access openings unless otherwise noted (typical). 8), Dormers runmng up roof rafters are to be supporked by double rafters on either s~de where applicable unless otherwise noted. 9). Provide blacking/bridging in/igor)gists at B'0 c.c., Use sogd blocking in floor joists under all bearing wails. la). Provide insulation baffles at save vents between rafters, Install draft blocking as needed. 11 ). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir COX exterior sheathing grade plywood, p~ywood to cover over plates and headers. 12), Unless otherwise noted use 3/4" thick T&G PTS F~r or Advantech plywood subfioor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture'e instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock, Garage wails and ceilings and over furnace lo have 5/B" thick type-x sheetrock. All atoer parts of building to have regular 1/2" sheetrock· All wails to be taped and finished. 14). All roof with a pitch foss than 4:12 shall be installed with an Ice & Water barrier or approved equal· Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 18). AIJ sil~ p{ates and wood in contact with concrete to be pressure treated. Sill fates to be installed with a foam sill gaskel and cop*r-tax termite shteld or approved equal. WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be adached to each pair of raiLers in accordance to table 3·4. When a collar lie is used m leu of a ndge strap, the number of 1 Od common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap 2). RAFTER-TO-WALL ASSEMBLY' Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3· When a ratter or truss do not fait m line wdh studs below, rafters or trusses shall be attached to the waU top plate and the wall top plats shall be attached ~o the TO the wall stud with uplift connections Roofs everhangmg the rake side of the building shelf be connected with uplift connections m accordance with topic 3·3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance w/Ih table 3 3b. When wall studs above do not fall m line with studs below, lhe studs shall be attached to a common member in the fleer assembly with uphf( connectors in accordance with table 3,3. 4). WALL ASSEMBLY TO FOUNDATION· Rrst wall studs shall be connected to the foundation, sill plate, or bottom plate w~th uplift connecters. Steel straps shall have a minimum embedment of 7 inches m concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and haired In accordance w[Ih table 3.3b. When sleel straps are lapped under the bctlem plate, 3 inch square washes shall be used wdh the anchor be/ts, Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to sparing, anchor bolts are TS be spaced between 6-12 inches from the endJ of a sill plate and air corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/I 6 Inch wood structural panel on the exterior Bd common nails at 6" c.c. at the panel edges and 12" c.c. in the iield, and e interior attached wdh 5d cocte,r nails at 7" c.c. at panel c.c. in the field shall be in accordance with the length requlremects specgied in table 3.15a~b. TYPE II EXTERIOR SHEARWALL CONNECTIONS: 15a-b times the appropriate INTERIOR SHEARWALL CONNECTIONS: gths provided in table 3.14 shali be permitted to be increased when interior shearwalls are used· Sheathing and connections sha~l be in accordance with 4.4.2 and 2.2.4 respecUvely. L CONNECTIONS AROUND EXTERIOR WALL OPENINGS: eader and/er girder connections shall be attached with uplift c~nnections in accordance with table 3.5 Window sill plates shall be have steel connectors lin accordance wdh table 9), CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall1 either be notched and anchored on top of the beam or slope connectors shat~ be a[tactcad to each reArer-to-ridge along the open ceiling pad of the build[ag Connections to the r[dlge and wall shall be be altached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. A~J fasteners, bangers and anchors to be ga;vtsJzed or slamJess steel 2) G~rders for deck joists TS be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a mimmum 1/2" d~a x 7" long anchor bott with washers and nuts. 3) Pores supporUn,g,, girders shall be anchored to a 12"xt 2"x12" t~hick concrete footing. Use a minimum 1/2 alia x 8" long anchor bolt with washers and rqu~s. Footings Shaft be 3 ft. below grade. Porches with covered roofs shall have I2" dia. concrete piers for the g~rders. 4). Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 10 Inch flastsng shall b,e,, mstalled between the building and ledger· Ledger to be fastened to bu~ldmg with 1/2' d~a bolts with washers and nuts where needed. · Concrete piers shall be a minimum §" above grade. labors. Each Joiist shall also be anchored to girder(s), . Covered Roofs shall be assemb(ed and anchored the same nnanner as a typical building. PLUMBING NOTES . All water supply, drainage and venting to be installed as per NLY.S. Residential 2). Verity septic system with the Engineer far SuFfolk County Hearth Oepadment approval · If wall studs, plates or joists are cut out during installation for any plumbing related work, Jute bracing and plates to protect and secure the structure. Verify with the I manutacture's recommendation for maximum hole s~ze and spacing permitted HVAC SYSTEM NOTES ti, Mechanical subcontractor is responsible [or adheanng to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate ail system data and requirements with the equ plant suppher. ELECTRICAL NOTES: NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES RAFTER TO B'WALL: 3-8d COMMON EACH TOE*NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOrST 8'WALL: 3-Sd COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-Sd COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACN FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TIE I AS PER TABLE 3.4 EACH FACE TO RAFTERI WFCM - BBC END NAIL BLOCKING ----EACH T~)E TO RAFTER 2 - Bd COMMON END NAIL RiM BOARD EACH ENO TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TO~ PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT ~ SEE NOTE: 1 TOp PLATES AT JOINTS FACE INTERSECTIONS 4- 16d COMMON EA SIDE NAIL 24" STUD TO 2 - 16d COMMOh FACE STUD D.C. NAIL HEADER TO 16" D.C. FACE HEADER 16d COMMON ~,LONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOE PER 2x6 StUD NAIL BOTTOM PLATE TO: FLOOR ,JOIST, BAND JOIST 2 - 16d COMMOh PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,~ FLOOR FRAMING: JOINT DESCRIPTION NAiL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 ~ 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAil LEDGER STRIP EACH FACE TO SEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAiL BAND JOIST PER ENO TO JOfST 3- 16d COIVIMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE g- 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATHING: ISTRUCTURALPANELI Sd IASv MTA %gS[ CEILING SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, J SPACING GYPSUM 7" O.C~EDGE WALLBOARD I10" O C. FIELDI 5d COOLERS WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3 PANELS WFCM -SBC 7/16" OSB 6d COMMON 3" C C EDGE PLYWOOD 6" O.6. FIELD GYPSUM 7" O.C, EDGE '15d COOLERS 10" O.C . FIELD WALLBOARD, - FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANEL~ 6" O,C. EDGE 1" OR LESS ~Sd COMMON 12" DC, FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based an wall sheathing nailed 8" on-canter at the panel edge. If wall sheathing is nailed 3" on-center aJ the panel edge to obtain higher shear capac[Ues, nailing requeaments for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used tn maintain Icad path members,the tabutated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENT,, : (S~O~.E ~ C02 [~ETECTOf~5) ~ SEE FLOOR PL~,N~ TRU55 ~EbI~N N/A - BTANDAf~[D STICK Ff~ATftE CONSTRUCTION ENEF~G¥ CALC[JLATION5 REbCNECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA I GROUNDI WiND / SEISMIC I FROST WINTER IBESHIELD FLOOD SNOW I SPEEDJ DESIGN iWEATHERINGI Lt~IE ~ TERMITE DECAY DESIGN UNDERLAYMEN1 · DAD I(M,H) IC*TEGOR DEPTH TEMP. REOU,RED N . RDS l/ 2flLBS.I I D MODEBATE SLIGHTTO SEVERE 3 FT. TO HEAVY MODERATE ~1 NONE ROOF SHEATHING REC UIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPOR. TS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE Bd COMMON @ 6" O C. 8d COMMON ~ 6" O.C, SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ 6" C.C. 8d COMMON @ 12" O,C. SEE NOTES: 1 ( BOTH FIELD)S) NOTE: 2 FOR PANEL FIELD GABLE ENOWALL RAKE AND RAKE TRUSS 9d COMMON @ 4" C.C. 8d-COMMON @ 4" C.C. SEE NOTES: 1,3 NO,TES THESE NOTES ARE ONLY TO BE REFERRED TO IF MIENTIONED iN SCHEDULE NOTES ONLY. 1 ). For roof theath~n§ within 4 ~eet of the perimeter edge [3f the roo~, ~l)ctsding 4 feet or] each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used· 2), Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>O.49. For framing members with <0.42<G<O,4g. the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with O.42<G<O.4g, the nail spacing shat/be reduced to 3 inches o.c, WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION 4'EDGE ZONE INTERIORZONE I NA L SPAC NG INA L SPAC NG AT INTERMEDIATE I I NOTES .... BEE NOTES' 1, 3( BOTH FIELDS) 8~ COMMON ~ 60 ' C ' 8d CO~ON ~ I2 0'6I ~ NO~: 2 ~O~ P*N~L ~'~L~ } lad COMMON @ 6" C.C./ 8d COMMON @ 12" C.C. t SEE NOTE: 3 ~ NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF IMENTIONED IN SCHEDULE NOTES ONLY. 1). For walt sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with B,42<G<, the nail spacings shall be reduced TO 6 inches c.c. 3). For exterior panel siding, gaMnized box nails shall be permitted to be substituted for common nai[s. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUMI 3000# CAPACITY. 1), PROVIDE 518" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). L/SE SIMPSON HANGERS AND ANCHORS WiTH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SIMOKE ALARMS PER FLOOR. 5ecti~n ~,O2, S - FIt~EE)LOCK. IN~ ~E~UI~ED u~er stalre shall com~ly ~JltH 5ectlon ~314;,¢, N.¥.5. ~aI~entlal Code, Z d DATE: 1/12/2OO9 PROJECT DATA ZONE GENERAL CONTRACTOR SIGNATURE & DATE: TABLE R301A MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (iR peundG per square fDOt) USE LIVE LOADS EXTERIOR BALCONIES 60 DECKS f 40 PASSENGER VEHICLE GARAGES a 50 a ATTICS WITH STORAGE b~e Z0 ROOMS OTHERTHAN SLEEPING ROOMS 40 SLEEEPING ROOM~; STAIRS 40 c GUARDRAILS AND HANDRAILS d 200 For SI: 1 pound per square foot = 0,0479kN/m2 1 square Inch = 645 mm2, p(~nd = 4.45N SPECIFICATIONS NI footings shall bear on undisturbed soil at a minimum of 36" below grade, All concrete shall be stone aggregate w~h a mmimum 28 day strength of 2500 P.SJ. DM.SION 5- METALS FASTNER SCHED. FOR STRUCT. MEMBERS SHUTTER FASTENING SYSTEM LYWOOD" HtJ f i ER" ATTA H~_NT ON~ FR E RMA O R WALL WINDBORNE DEBRIS PROTECIION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c. FASTNER SPACING (inches) r 2 feel 4 feet TYPE Panel span 6 feet -/= 4 feet 4= 6 feet 4= 8 feet Screws Screws 16 16 16 12 TABLE 3.2A SILL OR BoI'rOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS (PREGCRIPTIYE ALTERNATIVE TO TABLE UPLIFT STRAP& LATERAL SHEAR CONNECTIONS o/..~. O..fDGE DEA. UPLIFT STRAP CONNEC'RON REOUIREMENTS ROOF RAFTERS OR TRUSS Tn / 1zo~ph -- FOR FRAMING SPACING (1 6 INCHES) ~'~ / ~/ 1-I/4' Z0 gage ~tr~p f) 1E 6 --- ~-- J Z4 J A 1-1/4 BY 33 NIL STEEL Sl'RAP 24 8 ?~ / I 36 J :~ ~z 3 4:12 ZO , 5 ~ --- UPUFT STRAP CONNECT/ON REOUIREHENT~ WAD. ASSEMBLY TO WAII 24 6 '/*;;5 FOR FRAMING SPACING (16 INCHES) ~B . 1~47 BASIC LO[AL WINU SPEED lEO MPH 1Z16 43 393295 ROOF SPAN (FEET) )NUMBER OF #8 SCREWS )N EACH )~ND ~F 28 32 36 3 UPU~T ~T~ CONNECTION REOUIREMENTS WALL ASSEMSI. y TO FOR FRAMING SPACING (16 INCHES) ROOF SPAN (FEET) NUMBER OF #8 SCREWS IN EACH END OF A 1-1/4' BY 33 MIL STEEL STRAp 24 26 1 32 36 2 TYPICAL HOLD DOWN + SHEAR CONNECTION CRITICAL PATH SIMPSON LSTA - 20 CAGE RIDGE STRAP - ALL ROOF P~FTER$ SIMPSON H2 HURRICANE CUP NAILED. FROM RAFTER TO STUD. - TYMCAL ALL RAFll~RS 5 - 8d NAILS EACH END DOUBLE TOP PLATE APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. STRAP TO STUD -- w/4- 8d NNLS UNDERLAYMENT REQUIRED DSITION OF HURRICANE CLIP USE SINPSON H3 NAILS ~ 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING. NSTZ7 La STUDS w/4 * 8d NAILS La48" O,C. EACH END - TYP. TO OVER LAP BOX BEAM - TOP + BOTTOM. CST20- 37" METAL S~AP @ JACK - POST w/4 - 8d NAILS @48" EACH END - TYP. HURRIC/~E CLiP TYPICAL - Sd NAILS TYRCAL ( 4 - 4d NAILS ) i1 SECTION ELEVATION --"OU"DA"ON ROOF PRESSURE ZONES AND NAILING SCHEDULE NAILING ZONES FOR ROOF SHEATING IN TABLE 3.3B 120mph pEAK GUST WIND ZONE FOR THE ~ CASE STUDY BUILDING ~ ....... t ___ 4 .(ROOF TO WALL, WALL TO WALL AND I ,F~'~. ~.~ -- ......... ~?~,,~J WALL TO FOUNDA'RON) J~ ./~_//lJ FOR FRAMING SPACING (16 INCHES) 1~. 2~).~~ ~ J BASIC LOCAL WIND SPEED 1ZO(MPH) ~:i ~ ~;_' ~=~ oFNUMBER ,O, F Sd COMMON N,AILS IN EACH ENO '~ -1,4 X PO GAGE STRA~P TYPICAL DECK HOLD DOWN CEDAR SHINGLE 6~ EXPOSURE DROPPED DECK GIRDER Zone 1 Zone 2 Zone 3 Zone 4 ;>, Z ? d DATE: