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Home My WebLink About35667-ZFORM NO. 4 TOWI~ OF SOUTHOLD BUILDING DEPARTgrENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34708 Date: 11/22/10 THIS CERTIFIES t~at the building NEW DWELLING Location of Property: 450 STIRLING WOODS LANE (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 88 Block 2 subdivision Filed Map No. __ Lot NO. __ SOUTHOLD (HAMLET) Lot 15.4 conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 23, 2010 pursuant to which Building Permit No. 35667-Z dated JUNE 23, 2010 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 FRONT COVERED ENTRY, REAR DECK, SECOND STORY BALCONY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to PETER & MARISA ROSENTHAL ( OWNER ) of the aforesaid building. SOF~OI=K CO~ DEPART~T OF ~2~LTH ~PRO~L R10-09-0009 10/14/10 ~C'~RIC=%L c~u(TIFICA~ NO. 35667 10/15/10 PLD]~BERS ~KTIFICATION DA'r~u3 11/18/10 CUTCHOGUE EAST PLUMBING Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/3ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35667 Z Date JUNE 23, 2010 Permission is hereby granted to: STERLING HARBOR INC 13455 MAIN BAYVIEW RD SOUTHOLD,NY ~or : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & COVERED ENTRY & REAR DECK AS APPLIED FOR ($200. CREDIT GIVEN FROM PRIOR PMT.) at premises located at County Tax Map No. 473889 Section 088 pursuant to application dated JUNE Building Inspector to expire on DECEMBER 13455 MAIN BAYVIEW RD .SOUTHOLD Block 0002 Lot No. 015.004 23, 2010 and approved by the 23, 2011. Fee $ 2,012.00 ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIr.nING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35632 Z Date JUNE 9, 2010 Permission is hereby granted to: STERLING HARBOR 450 STERLING WOODS LA SOUTHOLD,NY 11971 for : Y WE~LLIN CONSTRUCTION OF A NEW SINGLE FAMIL G WITH WRAP AROUND PORCHES AS APPLIED FOR WITH P~NG BOARD APPROVALS at premises located at 13455 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0002 Lot No. 015.004 pursuant to application dated MAY 13, 2010 and approved by the Building Inspector to expire on DECEMBER 9, 2011. Fee $ 2,134.80 Authorized- Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OE SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey &property with accurate location of all buildings, p?operty lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage~isposal (S-9 fonn). 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 Pl.anning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5 Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: Location of Property: q~O - rlim House No. St~t. Owner or Owners of Property: ~'~'7~ A. Suffolk County Tax Map No 1000, Section ~ C~ Subdivision Filed Map. Permit No.. ~ ~=¢ {;~'~ Date of Permit. Health Dept. Approval: Planning Board Approval: _ (check one) Block Lot Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicant Signature Town I lall Anne× 54375 Main Road P.O. Box 117!) Southold, NY 11971-0959 Telephone (631) 71;5-18(12 Fax (631) 765-9502 ro,qer.richert~town southo d ny us BI TII,DIN(; 1)EPAIITMI~;NT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter & Mafisa Rosenthal Address: 450 Steding Woods Lane City: Southold St: NY Zip: 11971 Building Permit #: 35667 Section: 88 Block: 2 Lot: 15.z WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MD Electric Inc License No: 4925-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Corn merical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture] Pumps Emergency Fixture Time Clocks Exit Fixtures LJ TVSS 200a underground service, 3 combination co/smoke detectors, I elec oven, 1 elec cook top, 2 exhaust fans, 6 paddle fans, 3 arc fault circuit breakers Notes: Inspector Signature: Date: Oct 15 2010 81-Cert Electrical Compliance Form Town Hall Annex S437S Main Road P.O. Box ! 179 Southolct New Yonk 11971-09S9 Telephone (63.1). 765.1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLn CERTIFICATION 0 Building Permit No. 7 Plumber: (Please print) / (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this / dayof ~Dye_~A~, 20 ( umber; signature) Notary Public,,..~ ~C"7~-~ County CONNIE D. BUNCH Notary Pub#c, 8tare of New York No. 01BU6185050 Commi~to~ E~plre~ Ap~ 14, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //INSPECTION iV] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] ~m~m~,m~'t,~t~m'm~tt'm~m [ [ ] FINAL ] FIRE SAr,., ,/' INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO~ION t ST [ ] ROUGH PLBG. [//,]"FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]F mERESlS'rANTCONSTRUCTION [ ]FIRERESlSTANTPENETRATION REMARKS: ~ - DATE INSPECTOR~~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]F~NDAT~ [ ]INSULATION ~/~./~ [ --'~FRAMING~~/'~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENEI'RATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FO/U~II3~TION 1ST [ ]ROUGH PLBG, [ ]~UNDATIO~ [ ]INSULATION ~/] FRAMING / ~ [ ] FINAL [ ] FIREPLACE &~HIMN~'Y'~/ [ ] FIRE SAFETY INSPECTION [ 1 Fln~n~ms'r~'rcoNs'm~ [ DATE ~/~//~ INSPECTOR~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [t/] ROUGH PLBG. [ ] F~NDATION 2ND [ ] INSULATION [/] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] R~IE'~I'"It~ [ ,] FIR~RE~S'rJ~rco. ST.~rIo. [/] RRERES~r~T~..ETRA'nON / DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R~G. [ ] FOUNDATION 2ND [/~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FI~R~S~r~'rco. STROCI'~O. [ I Fm~RUS~ST, ml'PF, aLm~'nO. · ~ REMARKS. _ .~-~ '~'"~--~ ~ ~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ~_~?LECTRICAL (ROUGH) [ REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) INSPECTORShip--- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~ELECTRICAL (FINAL) REMARKS: DATE~~ __ INSPECTOR~-~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH/PLBG. [ ] FOUNDATION 2ND [ ] IN,,,.~ULATION [~FINAL [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] nRERES~roo~mUCT~ [ ] Fm{RESlSl'Am'~WEmA'nON DATE /0~~//~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] .m; REmT~T CO.STRUCnO. [ [ ] ROUGH PLBG. [ ] INSULATION FINAL [ ] FIRE SA~, f INSPECTION ] FraE RES~TANT PENETRATN)N REMARKS: DATE '~ '"' ~ INSPECTOR FOUNDATION (lST) DATE PLUMBING I:~SIJLATION P]m N. Y. STATE ]~'gRGY CODE ADDITIONAL cOMb~HT$ To~H,~Aa~z P.O.,lk~ 300 360 400 Olher C~.nge Of 8a'W~e Additional Information: .PAYMENT DUE WITH APPLICATIOn! 9tot, s66 ~4r ~--~q4 0 Lt, :9i, '. 0 ~,-0 ~-80 Town of Southold Erosion, Sedan & S---toff A$_qK_SSU-~;T FOR= PROPER~O~ATION: .,$.C.T.M~ #: / THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF ~ -- ~ ~:) c~ I ~' ~'/ _STORM-WATEI~ ~..l~)..?G, DRAINAGE AND EROSION CONTROL Pl.~'*' DIS~Jct Sec~on ~ k~ ~KK I Ir,ED BY A C..~.,.,. ~&r~SIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? Z~ (This item will include all ron..off created by site clearing and/or construction actM~es 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 shall include all Proposed Grade Changes and Slopes Cooh'ct~ing Surface WaterFIow! -- 3 Will this Proiect Require any Land Filling, Grading or Excavation where there isa change to the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Wilt this Application Require Land Disturbing Activities Encompassing an Area in Excess of ~ Five Thousand (5,000) Square Feet of Ground Surfaco? 5 Is there a Natural Water Course Running through the Site? Is this Pr°ject within the Trustees jurisdiction or within One Hundred (100,) feet of a Wet and or Beach? r'~ 6 Wifl there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to [~ One Hundred (100') of Horizontal Distance? 7 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? ~ 8 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? (This item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Waterceume? [~ NOTE: If Any Answer to Questions One through Nipe is Answered with a Check Mark In the Box, a Storm-Water, Grading. Drainage & Erosion Control Plan is Required and Must be submitted fx>r Review Prior to Issuance of Any Building Permitl EXEMPTION: Ye__s Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes In this Question, a Storm.Water, Grading, Drelnege & Erosion Control Plan is NOT Requlredl STATE OF NEW YORK, COUNTY OF ............... SS That t, ..~..~.'~.~.."~ ..~ '..~....~...~. ~ .... being duly sworn deposes and says that he/she is the applicant for Pemfit, (Nam~ of individual signing Document) And that he/she is the (Owner, Contraclor, Agent· Corporate Officer, etc.) Owner and/or representative of the Owner of Owner's, 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 [~t~.fb~o~vledge and beliel} and that the work will be performed in the manner set forth in the · Sworn to before me this; bile, State of New ~0rk · 01816164008 ~'- in Suff0fk Coun .............. /--..~,.* ......................... day of.~ ........................... 202D (Signature of ~ :ORM - 06~07 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ~/~' ,20 j:O Approved Disapproved a/c Expiration /r,c~/f ,20 J'/ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the follow~k~before applying? Board of Health 4 sets of Building Plans ~ Planning Bo~:l approval y Survey Check L/ // Septic Form v Trustees 0 ~X ' ,' Flood Permit ~) \ ~. / Storm-Water Assessment Form Contact: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS / ,20/0 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora 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 constmction 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. (Signam"re of ap~icant or name, ifa.corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ..~f.~l-~....l~.~ ~¢vn_~:::a')~_ _-'f"~&..'~...- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on w~ich proposed work will be done House Number Street UAY 1 3 2010 BLDG. DEP[ Hamlet County Tax Map No. 1000 Section 1~' Block Subdivision ,~ ~.~ o_1~ 14.qO_~ogL 2~---~ p FiledMapSo. Lot /~'~/ Lot State existing use and occupancy of premises and intended use and oiccupancy of proposed construction: a. Existing use and occupancy 'J~0. o.,,-,,~- L~,ta,-v~c_~ b. Intended use and occupancy _~,),-,t \-4... ?vx-v~,.~"'{ ~,o_~ v~ 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost #~.~),00~. tgt~_ Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (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 Height. Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth_ Height. Number of Stories 8. Dimensions of entire new construction: Front ,.5~ /~ /t Rear 5,"-,*,,,~ Depth Height -~ 3.5 Numberof Stories T'w o Rear /! 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 1 I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO X' 13. Will lot be re-graded? YES NO __ Will excess fill be removed from premises? YES __ NO__ 14. Names of Owner of premises Name of Architect Name of Contractor t5 Lo ~_~ _., ,~_ Address Phone No. 15 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. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO ~ 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 OF ) --..~O ~L~,.'-~ Ix V ~.~75 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe Po~,~.~2~.,~ !'~ ~-4~ ~ I~ ~. 7~ ~ ~'~ (Contractor, Agent, Co. orate Omcer, etc.) of said owner;or'o~ners, and is duly authofi~ed't9 perfo~ or have perfomed the said work and to make and file this applicatiom that all state~nts ~n~i~ed in ~s a~ion are tree to the best of his ~owledge and belief; and that the work will be perfo~ed in ~e m~er set forth in t~ application filed the~ Swomt before ' N0.01ST61~0~ 9 p{ me this Qualifi~ in S~olk ~u~ ~ ~ / ]~ day of~ 20/0 ~missi~ ~ir~ ~fil 9, 20~.ff , _ ~ J Nota~ Pubhc f Signature of AppF~ / R~ ZS' , L ~ 39.3Z / SEPTIC SYSTEM (4 BEDROOMS] AREA= 42,196 sq. ft. '~0.¢0 I- I000 GAL PRECAST SEPTIC TANK I- LEACHING POOL 8'¢xl2' DEEP IClTH $' SAND COLLAR (SIC) BOTTOM' TO BE $' MIN, ABOVE GROUND ICA TER I om fomilior w/ih the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SELVAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the con~#ions sel focIh therein and on lhe permil to construct. The Iocotions of we/is and cesspools shown hereon ore from field observot/ons ond or from dolo obloined from olhers. LOT NUMBERS ARE REFEI~ENCED TO 'FINAL PLA T STANDARD SUBDIVISION FOR STERLING HARBOR, .INC.' ELEVA ~ONS ARE REFERENCED TO AN ASSUMED DA TUM SURVEY OF PROPERTY A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000 - 88 - 02 - P/O 15 Scale, 1" = 40' Feb. 2, 2009 ROOF RUNOFF 25' = HOUSE 2,77'~ SQ. FT. 2772 x I x 0,17 = '~71 cu.fL 471142.2 = II VF PROVIDE 2 LPS 8'~ x 6' 'DEEP OR EQUAL DWs. to be connecled to hse with gutters ,<~ leaders SURVEY OF PROPERTY A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK,COUNTY, N Y. 1000- 88- 02- P/015 ~ScNe, l"= 40' Feb.~ 2009 MAY 26, ~010 ~DDI~ONS) AREA= 42,196 sq. ft ~O,<7<D SEPTIC SYSTEM ('t BEDROOMS) ,I- I000 GAL PRECAST SEPTIC TANK I- LEACHING POOL 8'~'~IE' DEEP WITH 3' SAND COLLAR (SWI 80TTOM TO BE ,3' MIN. ABOVE GROUND WA 7-ER I am familiar wilh the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the canal#ions set forth Iherein and on lhe permit to conslrucl. The locations of wells and cesspools Shown hereon are from field observations and or from dala obtained from ofhers. LOT NUMBERS ARE REFERENCE~? TO "FINAL PLA T STANDARD SUBDIVISION FOR STERLING HARBOR, INC." ELEVATIONS ARE REFERENCED TO AN ASSUMED DA TUM P. O, BOX 909 I,~$0 TRAVELER STREET SOUTHOLD, N.Y. SURVEY OF PROPERTY A T SOUTHOLD TO~N OF SOUTHOLD SUFFOLK COUNTY, N.Y. lO00-8B-O2-P/O 15 SCALE' I'--40' FEBRUARY 2, 2009 MAY 26, 2010 (ADDInONS) JUNE 4, 2010 (CERTIFICA17ONS) JUNE 22, 2010 (FOUNDATION LOCATION,) AREA-42,196 SO. FT. d~O.~lo I am fomiliar with the STANDARDS FOR APPROVAL ~ AND CQNSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will obide by the conditions set forth therein and on the permit to construct. The Iocotion of we/Is ond cesspools shown hereon ore from field observotions ond or from doto obtoined from others. / / ANY ALTERATION OR ADDITION TO THIS SURVEY IS A ~OLA??ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA~ON LA~, 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 0c THE ~LIRVEYOR Y~IOSE SIGNATURE APPEARS HEREON. CERTIFIED TO: PETER ROSENTHAL ,,IARISA ROSENTHAL STEWART TITLE INSURANCE COMPANY LOT NUMBERS REFER TO "FINAL PLA r STANDARD SUBDIVISION FOR STERLING HARBOR /NC" lop N TO~hN OF SOUTHOLB P.O. BOX 909 SOUTHOLD, N.Y. ~,97~ 02-142 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SO~THOLD SUFFOLK COUNTY, N.Y. 1000-88-02-P/0 15 SCALE: 1'--40' FEBRUARY 2, 2009 MA Y 26, 2010 (ADO/lTONS) JUNE 4, 2010 {OERiTFTCA ~70NS) $.C.0.H.$ REF. NUMBER RI0--09-0009 lo/. N I om fomiliqr with the STANDARDS FOR APPROVAL ~ PETER ROSENTHAL AND CONSTRUCTION OF SUBSURFACE SEWAGE n the ~ .~¢ARISA ROSENTHAL DISPOSAL S'YSTEMS FOR SINGLE FAMILY RESIDEHCES STEWART TITLE INSURANCE COMPANY ' . and will abide by the conditions set forth therein ond o ' ' permit to construct. - The ,ocotion of weI,s ond cesspoo,$ shown hereon ore ANY AL~RABON ~ ADOInON TO ~lS SURLY IS A ~OLABON - .ES.::;~ , 49818 ~ ~CnON 72~ ~ ~E NEW ~RK STA~ EDUCAnON LA~ EXCEPT AS PER ~CnON 7209-SUBD/~m~ 2. ALL CERnFICA nONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR ~IS MAP AND COPIES ~EREOF ~L Y IF ~ ~ ~ ~ --' , 1 ~ ~ P.O. BOX 909 SAIO ~AP OR C~ES BEAR ~E ImPRESSeD ~AL OF THE ~R~R LOT NUMBERS REFER TO "FINAL PLAT STANDARD ~o~ S~CHA~RE APPEARS HER~. SUBDt~SiON FOR STERUN~ HARBOR "N~~ ~ ~ I- ~ -~ ~ ~ SO~OLD~ N. ~ I~g71[ 0~ 42 Generated by REScheck-Web Software Compliance Certificate Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 38% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Compliance: Maximum UA: 415 Your UA: 395' Floor: Ali-Wood Joist/Truss Over Uncond. Space Floor: All-Wood Joist/Truss Over Uncond. Space Wall: Wood Frame, 16in. C.C. Window: Vinyl Frame, 3 Pane w/Low-E Window: Vinyl Frame, 2 Pane w/Low-E Door: Glass Door: Solid Well; Wood Frame, 16in. C.C. Ceiling: Fiat or Scissor Truss Boiler 1: 92AFUE 2117 30.0 0.0 70 427 30.0 0.0 14 928 13.0 0.0 35 418 0.320 134 11 0.320 4 42 0.320 13 28 0.340 10 319 13.0 0.0 26 2541 30.0 0.0 89 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Pj'ofessional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Name - Title Project Notes: 450 STERLING HARBOR LANE SOUTHOLD NEW YORK 11971 Signature Date Project Title: Report date: 06/22/10 Data filename: Page 1 of 4 INC RE,A..~EE 0 3' 1-1/2' 0 :7 I1'-I1' -- GARAGE 22'-4" x 24'-0" LEDGER TO BE FASTENENDED TO BUILDING WITH SELF COUNTERStNKING SCREWS (2 SCREWS ~ 32" CC) Z LEDGER TO BE FASTENENDED TO BUILOING WITH SELF COUNTERSINKING SCREWS (2 SCRE~VS ¢¢ 32" CC) ?OTIS: 1.10 THICK POURED CONCRETE FOUNDATION 3000 PSL HEIGHT AT 9"0", GARAGE WALLS TO BE 8" THICK HEIGHT 4"0". EXTERIOR OF FOUNDATION ARE TO BE DAMPROOFED AS PER SECTION R406 OF N.Y.S. RESIDENTIAL COAD WITH A BITUMINOUS COAT~HG. 2. FOUNDATION TO HAVE A 24"" X t2" CONCRETE (2" X 4") KEYWAY FOOTING. FOOTINGS TO REST ON UNDISTURBED SO~L (MINIMUI~ 3000# CAPACITY), · FOUNDATION SLAB TO BE 4" THICK 3,000 PSi CONCRETE ON COMPACTED FILL INSTALLED t1,, EXPANSION JOINT,, PROVIDE 2" X 6" ACQ SILL PLATES INSTALLED OVER COP,.R-TEX TERNflTE SHEILD AND FOAIVI OR FIBERGLASS SILL GASKET. PROVIDE 5/8" DIA ANCHOR BOLTS A'I' 3= CC AND 1FT OFF CORNERS, iNTERSECT[ON~ AND SPUCEG JOINTS ANCHOR COLTS ARE TO HAVE MINIMLIM 8" IMEIEDMENT INTO 'rilE CONCRETE. EACH ANCHOR BOLT/ARE TO BE ATTACHED TO SILL PLATES W~TH 3X3 SQUARE WASHER AHD NUT, DOUBLE UP FL 3OR JO Slr'S UNDER PARALLE ~ WALLS ABOVE, =ROV DE ]BLOCKING AT 8~ 0" CC ANO MIDSPAN, ' ' - ' ' ' ' DETEC1ORS SI-IALL, BE PROV DE coMOINAT ON Co/SMOKE DE IRC I'ORS At, ND CATEr3 ON Pt. ANS. ' ' ' r--I I_J /6 X12 GIRDER POCKETS / FOR DECK /2-'d/" - Z' " 4 JIOHN FOKINE PC CONSULTING ENGINEER P,O, BOX 1064 SHELTIER ISLAND, N.Y. 11964 631-749-5089 APPROVED AS NOTED FEE J~/"~-, BYe' NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOW~NG INSPECTIONS' 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 RO~ =d. FRAMiNG PLUMBING, STRAPPING ELECTRICAL & CAULKING 3 INSUL~TIqN 4 FiN ~. CuNSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR D~BIGN OR CONSTRUCTION ERRORS OCCL,'??&ICT OR US,r ;,~ ~JNLAWFUL Wi]'I FI lOT CERTIFICATE' OF OCCUPANCY POLINII:2ATI MR, & MRS. PETER ROSENTHAL 450 STERLING wooDs LANE SOU-['HOLD 'N.Y, 11971 JUNE18, 2010 SCALE 1t4" = 1 FT '1 %` / %` / / %` / / / ~ D'-II" I1'-I1" DWI" %` %` KITCHEN ~'%,~CATH~ DRAL CEILING~ %` %` %` / / / / / / PANTR~ / / %` %` / %` %, / 10"X 10"HALF COLUMTYP FAMILY ROOM DROP CEIUNG SOFFIT 2' X 8" AS SHOWN OFFICE DROP CEILING SOFFIT 2~ x 8'' AS SHOWN ~, FOYER STEP / DOWN / I" / GA7 HETAL CEiLiNG-..~ / / / J ~ GARAGE 10'-7" I¢"-I"' STAIRWELL ,JOHN FOKINE PC CONSULTING ENGINEER P.O. BOX 1064 SHELTER ISLAND, N.Y. 11964 ~31-749-.5089 411612018 5107/2010 5/2512010 8610412010 JUNE18, 2010 SCALE 1/4"= 1 Fl' 2 -q 450 STERLING WOODS LANE SOUTHOLD, N.Y. 11971 MR. & IV'IRS, PETER ROSENTHAL NUM~K WOI AND~ff ~ON IPOLIC~M~ NUN® WINDOW KLOOZ DII'V~N~ION~ t2"X~O" 2-SXlE] I/~- I~X,~l I/2. 2.XC~X-~I (2.) ~.X4X16 ~Xl~ I/2. 2:/'XI?' 2-X~X~I (~) '08 I I 41X~¢ I/2- 2.X?X4-4 (2.) 4/0~ I 2. 2c2"X4'I'' ~OXd'2. 1/2. .¢XC~X_~ (20 2. 2. PV"X4¢2'' ~X~O I/2. 2.X?X4'l (20 WlO WII I WI~- 4 2XVX41(2) 2XIfX6~ (2.) COMM¢NF~ I 1/. , SLOPE[* 'U4" PER FOOT PITCH TO DRAIN TR~ PLUMBING SCHEMATIC I2-'-4" DECK BATH MASTER CLOSET / / / MASTER BED / / / / ? / /'BED 1 MASTER CLOSET /% / / IOW" : 2.'-I0"- / / / x, / % / x, / %. / / / / CLOSET 'BED 2 x, 'x 16'-I0" STAIRWELl X 2.'-6": L JOHN FOKINE PC CONSULTING ENGINEER P.O. BOX 1084 SHELTER ISLAND, N.Y. 11964 631.-749-5089 "' 5 CONP PL. OOE MR. & MRS. PETER ROSENTHAL 450 STERLING WOODS LANE SOUTHOLD, N.Y, 11971 5/0712010 5,"2512010 08/04t2(]10 JUNE18, 2010 SCALE 1/4"= 1 FT 3 ii L +i ,'lI ,I W Sf bb VAfON F:INAb JUNB 15 I/4" -¢ PT 'r LI ij ' I I I ,I ,j Pb VA'FON I I ,ii W,' II I/ ~11 I i UAST b .VAl'lOIq I iNAL JLINI 15 IIIIIIJgXx NORTH b VAI'I PINAL. JUNU 15 I/4" ¢ ! I¢1' JOIST DETAILS Top EXTERIOR DECR ATTACHMENT BEAM and COLUMN DETAILS 6EAM TO BEAM CONNECTION FASTENING of FLOOR PANELS FILLER and BACKER BLOCK BIZEE INSTALLATION TIPS BEARING AT CONCRETE WALL ~'~~ Joist Frarnin~l ,I 11 This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should Uss BI or B2 at load bearing or shear wall from above WEBS~FFENERATTACHMENT AELOWABLE HOLES. TJI Joists Table A - End Support rSuppo~ ALLOWABLE HOLES - Beams and Headers TJI JOIST ATTACHMENT at BEARING BEAM ATTACHMENT at B~IdNG WARNING WARNING NOTEE: JOHN FOKINE PC CONSUL. TING ENGINEER P.O. BOX 1064 SHELTE, R ISLAND, N.Y. 11964 631,-749-5089 MR. & MRS. PETER ROSENTHAL 450 STERLING WOODS LANE SOU'THOLD, N.Y. 11971 4112612010 5/25/2010 06/0412010 JUNE18, 2010 SCALE 'TI4"= 1 F'I~J' 8 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U,$E TIAiE FOLLOtUING AF'PP. OV'E[~ U,BP METAL CONNECTOF~5 FOR PR:OPE:-~: I.U1ND F~EBISTANT ~t G, OOD CONBTf~UCTION. FOLhOW MANUFACTUR~E'5 F~ECOMMENDEo IN.~TALLAT[ON INBTF~UC:TION6 TO ,ACHIEVE UPLIFT LOAD CAPACITY. SIDEWALL--~ iFLOORIUSP NUMBER DESCRIPTION; HOLD DOWN IIiT. ADDS ANCHOR D. ADS5 HOLD DOWN 2 ANCHOR WALL STUD-------~ METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION ENDWALL APPLICATION CONNECT TO 1 SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR BOLTS KING STUDS CRIPPLE STUD HEADER JACKSTUDS LEDGER · RAFTER WALL STUD BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT 'FO 1 SIDE OF ALL CORNERS ON ~ BOTH SOT, PLATE OF 2ND FLOOR AND TOP : PLATES OF 1ST FLOOR. CONNECT TI-IROUGH THE FLOORS TO EACH OTHER W/THREADED ROD, STAPPING TO BE ATTACHED TO WALL STUDS ~4B"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" 4" - 8' LSTA24 1-1/4'~x24' 20ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O~-- 8" - 14" LSTA30 1-114"x30" 18ga. STRAF AND JACK STUDS ON ALt. OPENINGS -' iNSTALL 4'0"O.C, 14" - 16' LSTA36 1-1/4"x36" 18§a STRAP AND JACK STUDS ON ALL OPENINGS --2ND. FLOOR WALt. 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL S rODS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR~"-~"JOIST DEPTH I ~L~TA~;USP NUMBER1-1/4"x36"DESCRIPTION189a, STRAPoNAND JACK STUDS INSTALL 4"0" O c.APPLICATIONALt, OPEN,NOS LOCATION USP NUMBER ALL OPENINGS LSTA12 ~LL OPENING5 RT3 OR RT7 DESCRIPTION APPLICATION ~-~ IAPPLy TO EACH CRIPPLE STUD CRICKET AT TOP-SIDE OF L SHEATHING SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL - MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING ILOCATION USP ~UM,,BER ,D, ES~RIPTION APPLICATION I ROOF I LoTA24 11-1/4 x2~'20ga. S'[ RAPtAPPLY OVE~D~'~-T~'.~CH RAFT ERt PROVIDE HEMMED EDGE AT RAFTER TOP PLATE WALL STUD FLASHINGTOFORM CHANNEL AND SO AS10 MAINTAINAJR GAPTO PREVENTCAFILLARY ACTION KEEP ROOFING NAILS OUT OF FLASHING r,,LO?ATION USP NUMBER 1~ DESCRIPTION APPLICATIO~ . CONNECT TO RAFTER RTl0 -314 x 18ga. TYDOWN ANCHOR EACH RAF RT20 2%1/8 x 20ga. TYDOWN ANCHOR · 12" RAFTERJ .%~'~,, ~ CONNEC-f TO LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGER THROUGH-ROOF EXHAUST VENTS SELECTED AND ~--~,~O CATED BY CONTRACTOR ~ VENTILATION CHANNEL AB REQUIRED f~FTER!,~ MAiNTAiN VENTI~TION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, ALL OPENINGS SHALl_ SE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS DF % INCH IN DIMENSION, ONTIN. SCREENED VENT -CONTIN. SOFFIT t EXT. PLYWOOD 6OFFITED RAvE SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS, UNDER WALL FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC ROOF VENTILATION / SOFFITED EAVE DETAIL PROVIDE BLOCKING BETWEEN JOISTS rHA r ARE SPICED AND OVER HEARING WALLS AND HEADERS -1/4'x48" 1693, STRAP 8"-16" MSTA48 INS TALL 4'0" AND JACK STUDS ON ALL OPENINGS I~'P. CONC. FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR [ KEYWAY FOOTING DRAIN TILE -- TYPICAL CONC. FOUNDATION, APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING, CONC. SLAB 6 MIL POLY GRANULAR FiLL STEEL COLUMN CONC, SLAB COMPAC~ CONC, FTG. ROOFING LAPS BASE FLASHING 4 iNCHES SASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN 4 INCHES SIDE ID,ALL GRADE DRAIN TILE CONC. SLAB 6X6 10/10 WWM COMPACT FILL ~ lNG BAR 12" MIN. 3 STEEL COLUMN ANCNORED TO 24 x24 x12 CONC. FTG RAFTER TOP PLATE 'PFPICAL CONC. MONOL TH C FOUNDAT ON. R~INFORCE WITH (2} N4 REINFORCING BARS P.T. PLATE THICKEN SLABS BENEA'rH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH {2) #4 REINFORCING BARS. WALL. STUD LOCATION PLA] E~NALL USP NUMBER DESCRIPTION APPLICATION RTl5 TYDOWN ANCHOR l DONNECTOVER STUD PLATE ~NCHO~,IpLATES TO EACH STUE CONNECT EACH RAFTERTG PLATE DEL S~LL PLATE TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION USE WiTH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) ANCHOR BOLT CONNECTION BILL PLATE TO FOUNDATION SILL PLATE TO FOUNDATION PLATE TO FOUNDATION SUPPORTING 1STORY 5/8" DIA ANCHOR BOLT MAX MUM SPACING 72" DC 36" DC 1-2 STORIES 57" DC NOTCH BEAM POR MUOSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 114 DEPTH OF BEAM SHEET METAL / 3D# FELT UNDER BEAM AT POINT OF CON'i'ACT WITH CONCRETE OR CONC, BLOCK SHIMS TO LEVEL BEAM 3" MINIMUM SPARING SURFACE FOR WOOD BEAM RAFTERS' F PRE-MANUFACTURED KEEP SHEATHING MIN. RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AlE PASSAGE CC)NFORM TO SLOPE OF ROOF WOOD JO~BT GIRDERIHEADFR WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER ¥O SE SUPPGRTEO WiTH TO ALLOW FOR SHRINKAGE & REDUCE SUMP OUTS NEOPRENE GASKET ROOFJACK ROOFING LAPS FLASHING A1 SIDES AND TOP TNE PROPER STEEL BONNECTOR. iF ABLE, BET FII'.~ JOISTS APROX, 1/2" HIGHER THAN LVL HEADERS -DOOR FRAME FLASHING LAPS ROOFING AT Bo~roM ~,OOF JAC. W.6 ~ vENT6 DETAIL USE 2X8 FOR BLOCKOUT 4" ~L~,~ ~t SLOPE JOHN F DKINE PC CON UL Il' tNG ENG tNEER P.O. BOX 1064 oriEL PER iSLAND, N.Y. *" 749 5089 ,, 631 I 1964' ,MR. & MRS. PETER ROSENTr HAL - , LANE STERLING WOODS ' SOUTHOLD, N.Y. 11971 4/I '~t2010 5/25/20i0 06,'04/2010 dU~E18, ,2010 ,~CALE 1/4" =1 PT,' 9::', r USE THE FOLLOLUING Of~ APPROVED USP MET,4,L 4" MAX, 1-112" SPACE MINIMUM .AND~ C ~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ..HANDRAIL CONNECTION ALL HANDR/~LS SHALL BE COMENUOUS THE FULL LENGTH OF THE ETA]fRS. HANDGRIP PORT[ON OFALL HANDRAILS SHALL NOT BE LESS THAN ~-1/¢" NOR MORE THAN 2" IN ROSS SECTIONAL DIMENEION~ OR THE SHAPE SHALL PROWDE AN EQUIVALENT GRIPPING SURFACE 4" MAX. 4" D~A. MAXIHUM ~ .~ DEC~/PO~CM RAILING _CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE BONNEt"TED TO BLDG. USING 1/'2" DiA. BOLTS ~16"O~ WITH WASHERS F~,SHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER F~RST CONT~N. PIECE OF SIDING BELOW g" D~A, MAX[MUM FLOOR FRAMING, LAG BOLTS W/WASHE~ CONNECTED TO BLDG, @16" Or; BLOCKING FOR LAG BOLTS .1oL~r / _DECK/_p_ORCH LEDGER CONNECTIQ_N_ CONNEC. TO~,~ FOR~ PROPER IJJINE) I~ESI~TANT CONSTf~UCTION. t=OLLOW RIDGE- ~ ~ RIDGE-TO-RAFTER CONNECTION LOCATIONIUSP NUMBER1 DESCRIPTION APPLICATION ROOF ~_ LSTA24 j~-1/4 xgg" 2Oga, STRAPJAPPLy OVER RIDGE T~CH RAFTER M-6,N[JFACTUI~E'~ f~ECOMMENDE~ fNSTALL,~TiON INSTR~UC:TION~ TO ,AC. IAIEV~E M~,XIMUM UPLIFT LO~ O~PAOIT"¢. LEDGER P,A~ER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTE[~ TO BLDG USING ~/2" DIA, BOLTS ~16"0C WITH WRSHERS FFER SIZE use NUMBER D~RTP~N X~ -- RAFTER TOP PLATE WALL STUD RAFTER TOP PLATE ' WALL STUD - RAFTER TO PLATE/STUD CONNECTIOt LF. ' !BERI BE C P' O. I CATION I~ - 6" RAFTER I RTl0 t10-3/4" x 18ga TYDOWN ANCHORI CONNECT TO j--8'8"- ;~FTER1 RT2" /21-, ,8" × 2Oga?WOOWN AN;HO~-R _~ONNECT TO I { I .... ~EA0t RAFFER RAFTER._TO PLATE/STUD CONNECTION LOCATION. LUBPN MBEq DESCRIP O I 1 / J ~ ~TES ~O ~CH GIRDER/HEADER GIRDER/HEADER POST/COLUMN SPLICED JOISTS OVER HEA_DER/G RDER I.OCATZON USP NUMEER~-'~SCRiP~ ..... ~'f~F~-I~6~-- -- ' WOOD JOIST GIRDER/MEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDFR ALL ,JOISTS CONNEBTED TO A FLUSH HEADER TO BE SUPPOR~D WITH THE PROPER STEEL EON NECTOR. IF ABLE, SET FIR 3DIETS APROX. l/fl" NIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. WOOD JC BLOCKING WOOD GIRDER ~ISTS OVER.~H EA_D E R/__G_RD E R POST-TO-GIRDER/HEADER CONNECTION ~F~RING PLATE ROD FORSTU \ DOUBLE 2x (MINIMUM) FOR HEADER il OR BEAM M[NJMUM END DISTANCE H__OJ. LOW C~MN UPLIFT S1FII:~JON STRONG TIE MODEL STRRI/2 INSTALL AS PER MANUFACTUI~E'S RECOMENDAT~ONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CO N N E__CT____O_N_N LOCATION USP NUMBER DESCRIPTION APPLICATION L~,.L ~'~EN~"~GBL~TS OR ~r~ L ~DOWN ANCHOR POST- RIM/DECK JOIST POST-TO-DECK CONNECTION_ USE NII~. (2) 1/2" DJ,&. OALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-G~I.RD___EPJH EAD ER CONNECTION USE SIN ( ) 1/2" DIA. GALV, ~3LTS WITB WASHERS AND NUTS GIRDER CONCRETE HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPUCATION (2] BEAMS PAU44 OR WE44 POST J BEA" ANCHORJAPPLy TO EACH PIERJ [(3} BEAMS[PAU66 OR WE661~/ BEAM ANCRORJAPPLy TO EACH P]EEJ CLIMATIC & GEOGRAPHIC, DESIGN: CRITERIA G~RNOoUwN~ g~{Mo~ WEATHER NC FROST WINTER ,CESHIELD I 45LBS. J 120 J B ] SEVERE I 3;'r /MODERATE~ SLIGHTTO L [ ] _ , , '" JTOHEAVY /MODBRATEJ '1j NOME POST CONCRETE FOOTING DECK POST FTC CONNECTION L~5~'~ON USp NUMBER 'q~'O~ PAU~~, ~-R WE44 POST/BEAM ANQtOg APPLY ?~-'~'~'F~OTING 6 POST PAU66 OR-~EBB ~-~-E~I- DECK AND COVERED PORCH NOTES: . Unless oJherwise noted, all framing material to be #1 ACQ pressure treated lumber. ~alvmized or stainless sleel. , Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. e with a r~inimum 1/2" dia x 7" long anchor bolt with washers and nuts, 5). Flashing shall be Installed Between the buitdlng and ledger. Lapping up the sheathJn~ and over the ledger. Ledger to be fastened to bugding wfih 1/2" dia. bolts wgh washers II. Use simpson hangars and anchors with Z~I/IAX trlpple protecBve coating or equal ¢ for any contact with ACQ. NAILING SCHEDULE ROOF SH RATtlING: j JOINT DESCRiPT ON J~AIL / NAIL JNOFESI [ ELICTY'IAsjPAOING } AS PER TABLE 3.B "-- STRL CTURAL PAN Ed FCM - BBC -- ROOF FRAMING: JOINT DESCRIPTIOh NAIL NAIL j , OTY. BPACING NOTES RAFTER TO ; 8 WALL: 3-8d COMMON EACH 'tOP PLATE___ 10~ WALL' 4-8d COMMON RAFTER TOE-NAR CEILING JOIST B, WALL: 3-8d COMMON EACH TO TOP PLATE.410' WALL: 4-8d COMMONI TOE-MAI JOIST CEILING JOIST TO J ~3 7 EACH FACE PARALLEL RAFTE_R_I _~W~CM- BBCI' ~ LAP NAIL CEILING JOIST LAPS AS P~;j~' '--/ EACH PACE OVER PABTIT!ON WECM-SBC ' ] LAP NAiL COLLAR T~ ~--~-R~ -~L EAO--H- FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - Sd COMMON END NAiL RiM BOARD j EACH END rD RAFTER 2- 16dCOMMON END ; NAIL DECK FRAMING: 'NAiL 42 NAIL JOINT DESCRIPTION QTY, PACING NOTES 4 - Bd COMMON { JOIST TOE Bit. L, TOP PLATE OR GIRDEF NAIL SRIDG~N~ 2 - Bd COM--~O---~ ' P~CH TOE TO JOIST END NAiL BLOCKING END NAIL SILL OR TOP P~TE 2 - 16d COMMON PER FOOT TOE NAIL WALL FRAM{NC' JOINT DESCRIPTION TOP PLATE TO TOP PLATE TOP PLATES AT INTER_SECTIONS NAIL NAIL QTY ~. - 'lSd COMMON NOTES PER FOOT FACE NAIL JOIN'IS FACE EA. SIDE NAIl STUD TO STUD HEADERTO HEADER 16d COMMON TOP OR BOTTOM 2- 16dEC PLATE TO STUD SO~fOM PLATE TO: FLOOR JOIST 2 - 16d COMb 24" FACE O.C, NAIl. lB" O C. PACE NAIL PER 2x4 STUD END PER 2x6 STUD N___ALL PER FOOT I FACE JOHN FOKINE PC CONSULTING ENGINEER P.O. BOX 1064. SHELTER ISLAND, N.Y. 11964 631-,749-5089 MR. & MRS. PETER ROSENTHAL 450 STERLING wOoDs SOUTHOLD, N.Y. 11971 LANE 4/1 $~0 { 0 5/2512010 0( ug/z010 JUNE18, 2010 SCALE I/4" = 1 FT 10 GENERAL NOTE5 CONSTRUCTION NOTES details They are intended as a construction aid, not a substitute [or gecereily accepted good building practice and compfiaece with current New York gtafe building codes. The General Contractor is responsible for providing staadard ;onstrucfion details and procedures to eP~ure a profeesionally finished, structurally p~duch Z), The General Contractor ia responsible for ensudng that all work and constru=tion 'neats current federal, state, county and Iocat cedes, ordinances and regulations, etc. These cedes ai'e to be considered as part of the specifications for this building aed ~hould be adhered to even if in variance with the plea. . Dimensions shall take precedent over scaled drawings. ',DO NOT SCALE DRAWINGS). 4). The designer has not been engaged fur construction supervision and assumes no -esponstbBty for construction coo~dinahng with these plans, nor responsibility for :.Destruction means, methods, techniques, sequences, or procedures, ur far safety ecaufiens and programs in connection with the work. There are no warranties ~or a spec(ftc use expressed or imp{tad in the use of these plans. 5), Refer to the Window and Door schedule for exterior epectnge. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces imeets or exceeds manufacture's specifications and applicable codes. T). The General Contractor Is to consult with the owner for ali built-in items such as bookcases, shelving, pantry, closets, Idms, etc. 8). Wind load requirements shall be taken into account during c~netruchon. FOUNDATION NOTES: maximum (if~ (tstcers). 6). Craw~ spaces Jo be provided wflh a minimum 18"x24",acoess opening, Install tone FRAMING NOTES 1). Afl framing techniques and methods as prescriptive design of 2006 SBC High Wind Ed t on Wood Fram ng Cons ruc ion Menus. 2). Unless otherwise noted, all framing and structural wood matenal to be #2 + BTR. Douglas F r. 3). Floom, walls, ce~Jings and rafters to be spaced at 18 ~nches o c unless noted otherwise, ~,). Unless otherwise noteg, all bearing wall hea,d,,ers to be (2) 2x10 #2 + BTR, Doug. Fir, Bearing wall headers lo have (2) jack studs and (2) Jul{ length studs on each side of all 3penings. LVL headers to have (3} jack studs and (2) full length studs on each side of ~penieg~. Bead~g wall wledow sills shall a~o have (2) windo~v sill plates for 2x4 3peniegs baleen 4'I and 6'0 and 2x8 wa}l openmgs between 5'11 and 8'9. Proviide fire and blocking where appficab~e. All flesh beams/haadem to be instal!ed with heavy duty gctvieFzed hangers and anchors where apptir:able th ali connecting joists. 6). Double up floor joists under walle thai r,Jrl paralle~ to tbs tloor jeis~ and under bathtubs F DOre to have carom cle taste ed she I be vertiied for proper load capacity unless no ed en pleas. ). Provide 2 - 1-3/4" thiCr~ m~cro~ems ( height to m;~tch floor joists) around stsirw~fi andlol thor access openings unless otherwise noted (typical). ), Dormers running up roof rafters are to be supported by doubts rafters on either side ~here applicable unless otherwise noted, ~). Provide blocking/bridging in floor jeJcts at 8'0 D.c. Use sctJd blackleg in floor jo)sis ~oder all bearing wells. 10). Provide insulation baffles at cave vents between rafters, Install draft blockmg as 11 ), Unless othe~isa noted, all roofs and wails to have a mlnlmura 1/2" thick, 4-p,[y Fir 3DX exterior sheathing grade plywood, plywood fe cover over piatos and headers. 12). Unless otherwise noted use 314" thick T&G PTa Fir or Advantech plywood sulbfleor ~dhsrad with PL400 adhesive and screwed to floor joists. Finished floor to be installed >var subfloor as per manufacture's instructions. 13), Alt bathroom walls to have 112" thick moisture-resistent sheetrock Garage w~alls and :citings and over furnace Jo have B/8" thick type-x sheetrock. All other pa~s of bui~lding to have regular ~/2" sheetrock. All walls to be taped and finished. 14). All reef with a pitch less than 4:12 shall be installed with an Ice & Wa~er barrier er ~pproved equal Flat roofs shall be applied with a Fiberglas baue sheet with an EPDM :arch down type material over. fbi. All sift plates and wood In contac~ wdh concrete b3 be pressure ~rea~ed. Sift p[a~es to be installed wdh a foam sill gasket and cop-r4ex termge shield or approved egceL. WIND FRAMING NOTES 1), R pGE-TO-RAFTER ASSEMBLY: I-1/4 x 20 gauge simp shall be attached to each pair of rafiem in acco dance to table 3.4. Nhen a collar tie is used in leu of a ridge slrap, the number of 10d common nods required n each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance tn table 33. When a rafter or truss do not fall In ~ine with studs below, rafters )r trusses shall be attached to the wall top plate and the wall tap plate shall ba agached to :he to the wall stud w~th uphft cannecsons. Roofs overhanging the rake side of the building ~hafi be connected w?/h uplift connections in accerdance with table 3,3c. 3), WALL-TO-WALL ASSEMBLY: Well studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wail studs above do not fall m line with studs below, the studs shall be attached to a common member in Ihe floor assembly with uplift connectors in iaccordance with table 3.3, 4), WALL ASSEMBLY TO FOUNDATION: Fiat waft studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concmto bundaUon add stab-on-grade, 15 inches in masonry block foundabons, or lapped unbar he plate and nailed in accordance wdh table 3.3b, When steel straps are lapped under the )atica plate, 3 inch square washes shall be used wdh the anchor bolts Anchor bolt 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS' Type I m~tarler shear walls with a minimum of 7tl 6 inch wood structural panel on the axteber attached with Sd c.~nrmoa nails at 6" o,c, ut the panel edges and 12" D.c. i,n,, the field, and ti2 inch gypsum wafiboard on the interior attached with 5d cooler na~ls at 7 D.C. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements spec[fled TYPE II EX'~ERIOR SHEARWALL CONNECTIONS: shall meet the requiremenle of table 3.15a-b times the appropriate length adjuslmanI factors ir) table 3.18 INTERIOR SNEARWALL CONNECTIONS: ihall be permitted to be increased when interior shearwalle are used. Sheathing and connections shall be in accordance with 2.4.4,2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder corlneciiona shall be attached with uplift connections in accordance with table 3,5. Window sill plates shall be have steel connectors in accordance with table DECK AND COVERED PORCH NOTES: 1). Unless olherwise noted, all framing material to ba #1 ACQ pressure treated lumber. 2). Dithers for deck joists tn be bolted to each post with washers sad nuts. ~nto concrete wgh a mimmum 1/2" d~a x 7" long anchor bolt with washem and nuts. 3). Posts supporting, girdels ?all be anchored to ~ 12"x~ 2"xl 2" thick concrete footing. Use a m~fflmum 1/2 die x ~' leng anchor bot~ with washem ~nd nu~s, Foat~ngs S~afl be 3 ~ below grade. Pomhes wgh cover~ roots shall have 12" die, concrete plea for the girders. ~). Deck joists to have blocking at 8'0 o c. 5), A mimmum of 10 inch flashing shall be installed be~,een the building and ledger Ledger to be fastened th buitding with 1/2" d~a, bolts with washem and nuts ~flere needed ~). Concrele piers shall be a minimum 6" abave grade suppoded with hangers and anchors. Each Joist shafi a~so be anchored I "' PLL MBING NOTES ~), Verify septic ~ystsm with Jhe Engineer far Suffofi.. County Reaflh Department approval HVAC SYSTEM NOTES 2). RVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. g). HVAC subconJrector tn provide final system tayout drawing and Sabred it to fire Genera{ ELECTRICAL NOTES: '2). All electrJcal work Shell be approved by a qualified Underwater. of N,Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTIONI NAIL NAIL QTY. SPACING NOTES RAFTER TO B' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP pLATE 10'WALL' 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL 2EJUNG JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PE~ASLE 3 4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 2 - 16d COMMON F, ACH[ END TO RAFTER I ,, ENDI NAIL WALL FRAMING: JOINT DESCRIPTION TOP PLATE TO TOP PLATE TOP PLATES AT iNTERSECTIONS STUD TO STUD NAIL NAIL QTY. SPACING PER FOOT JOINTS EA, SIDE NOTES FACE NAIL SEE NOTE: 1 FACE NAIL 24" FACE O,C. NAIL HEADER TO 16" O.C, FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2- led COMMON PER 2x4 STUD ENO PLATE TO STUD 3 - 16d COIvIMON PER 2x6 STUD NAIL BOTTOM PLATE TO. FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT BEE NOTE: 1 FLOOR FRAMING: JOINT DESCRIPTION NAiL QTY, JOIST TO; SILL, TOP PLATE OR GIRDE 4 - 8d COMMON BRIDGING TO JOIST 2 - 8d COMMON BLOCKING TO JOIST - 8d COMMON BLOCKING TO; SILL OR 'FOP PLATE 3 - 16d COMMON LEDGER STRIP TO BEAM 3 - 16d COMMON ,JOIST ON LEDGER 1'0 BEAM 3 - 8d COMMON 8AND JOIST TO JOIST 3 - 16d COMMON BAND JOIST TO: 2 - l§d COMMONi SILL OR TOP PLATE i .OO_F SHEATHING: '" -I ,1NAIL NAIL - -- ~ I AS PER FABLE3 B CEILING SFIEATHING: NAIl. SPACING NOTES PER TOE JOIST NAIL EACH TOE END NAIL F~.CH TOE END NAIL EACH TOE BLOCK NAIL EACH JOIST PER JOIST PER JOIST PER FOOT JOINT DESCRIPTION NAIL NAIL OTY SPACING ~- 7" 0 C. EDGE WALLBOARD 5d COOLERS 0 O C. F ELD 'gAL[. SHEATHING: JOINT DESCRIPTION FACE NAIL TOE NAIL END NAiL TOE NAIL SEE NOTE, 1 STRUCTURAL PANELS 7/16" OSS PLYWOOD GYPSUM WALLBOARD NAil QTy. 8d COMMON 6d CONIMON 5d COOLERS NAIL SPACING AS PER TABLE 3.g WFCM - SBC 3" O,C EDGE 6" O.C, FIELD 7 O.C EDGE 10" O.C FIB_D FLOOR SHEATHING: NAil I NAIL JOINT DESCRIPTION I QT'Y } ,,SPACING STRUOTDRAL , 0R PANEES_ ___Jgd OGM O%,,G O. FIBLO NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1), Nailing requirements are based on wall sheathing nailed 6" on.center at the paneJ edge g waJI sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nadlng requirements for structural members shall be doubled, or alternate connectors. such as shear plates, shall be used to maintain load path. 2). When walt sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. JOHN FOK!NE PC CONSUL. TING ENGINEER P.O. BOX 1064 SHELTER. ,SLAND, N.Y 11 964 63 al 749,5089 PLAN CONTENT, : .:,, (DCCUP~,NC¥ CLASBIFrCATION ' R~J R~EEdDENTIAL BUILDING USE ~ESID~TI~L D~ELLIN~ BUILDING HEIGHT (~EE PLANe) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA RouNol W NDt SE,.S?tO IWJNTER ICE ,fE D MOOB~TE 11 NONE ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: FLOOD HAZ~.RDS SHEATBING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON @ 6" O,C. SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ 6" O.C, Bd COMMON ~ t2" O,C SEE NOTES: I ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRESS Bd COMMON @ 4" O,C, Bd COMMON ;~ 4" D.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1), For roof Sbeaflllng within 4 feeJ of the perimeter edge of the roof, including 4 feet on each side of lhe roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 ach o.c. nail spacing assumes sheathing attached to reher / truss framing membere with G>g.4g. For ttamleg reembers wflh <0,42<G<g.49, the nail spacing shall be reduced to 6 Inches e.c 3), Tabulated 4 ach D.C. nail spacing assumes shealhing to rafter / truss frammg members with G>8,49. For framing members wgh O,42<G<O,4g, the nail spacing shall be reduced Jo 3 inches WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SP'-AT ............. ~ NAIL SPAC NG NA L SPACING AT INTERMEDIATE]' ~ 4 EDGE ZONE ~Bd COMMON ~ 6" O C ~ 8d COMMON @ 12" O C II NOTES: '1, 3 ( BOTH FIELDS ~ -- ~- | ' I NOTE: 2 FOR PANEL FIELD [ T~fERIOR ZONE -~-a COMMON ~ 6" C.C.[ 8d COMMON @ 12" O.E ~ S~ ~J-OT~:3.- 3 NOTES THESE NOTES ARE ONLY TO SE REFERRED TO IF MEN'flONED IN SCHEDULE NOTES ONLY, 2). Tabulated 12 inch c,c. naii spacing assumes sheathmg attached to stud framing rnembers with G>O.49, For framing members wdh O,42<G% the nail speclegs shall be reduced to O inches o.c. 3). For exterior panel siding, galvlnized box naile shall be permdted to be substituted for commun esi!s. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE S/8" TYPE-X SHEETROCK FIRE STOPPING AF 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3) INSTALL 1 - CO2 DETECTOR IN ADDITION ~O SMOKE ALARMS PER FLOOR, MR. & MRS. PE F .R ROSEN1 HAL WOODS .... D I 971 SOUiHOL , N,.Y. ,1 ' , LANE 4/1 '3/2010 ~¢~,'~f~ 5/25/2010 06104/2010 JUNE18, 2010 oCALE t/4" = 1 Fl*: PROJECT DATA GENERALCORTRACTORSIGNATURB & DAi'E: TABt. E R301A MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS in pounds p~r square foot) ~ LO~S P~EHI~E ~ARAGES a ,, 50 a ROO~S OTffER~AN S~E~PING ROOUS ~PEC~RCATIONS DI~SION 6- WORD ~ PLA~T~S All framing lumber shall be g~a~ stamped Douglas Rr-L~rch structura! grade No.2 or better, FASTNER SCHED. FOR STRUCT. MEMBERS r'~'~'"K~','~'~'~i ...... -~ I ' ;'"' _ CEILING EITHER DEIRECTION 16 t/21, CBLJNG PERFENDICULAE 24 UPLIFT STRAP& LATERAL SNEAR CONNECTIONS ~~UIREMENTS ROOF RAFI'ER~ OK TRUS=. TO. FOR FRAMING SPACING (1 6 INCHES) ~4 ,,, ?fl fl ,,_ 32 3 ....... UPJ. ETL JY~J,j~%%EM~Y TO ~..U,,. FOR FRAMING SPACING (1 6 INCHES) ~----ROOF SPAN ~EE~) UP?I.IFT SII~&CO~N]~C]3ClbK~~LX 'TO ~OR FOR F~ING ~ACING ROOF SPAN (FF~T) J NUMBER ~F ~8 SCREWS IN EACH END OF j SHUTTER FASTEiING SYSTEM PLYWOOD "SHUTTER A__TTACHM_ENT ON_.WOOD E_RAME OR_MASONRY W_ALL ~ WINDBORNE DEBRIS PROTECTOR FASTENING SCHEDULE FOR WOOD STRUCTURAL PANEL~ FABTNER TYPE GTRAP ~- ~IBGE BOARD ROOF 28 57 120~ph 24 B 968 36 1452 16 4 510 Z0 5 637 24 28 28 32 792 __ ~_5 .... 327 __. SECTION APA RATED PLYWOOO TO r..X'~HO TO TOP OF TOP PLATE. DOIJ BLS TOP PLATE STUDS STRAP TO STUD w/4 - Sd NAILS WRAP + NNLSTRAP ( 4- 4dNA~S) AROUND SILLPLA~ AT~NCHOR BOLT 1, Z-#SREBAR PROVIDE 8d COMMON NAILS @ 4" D,C. AT EXTERIOR EDGE OF ALL SHEATHING. METAL STRAP L~48" +121' FRONI EACH CORNFJ~ INTO SfLL PLATE 8d NAILS @ 4" O.C. ,--2 x 6 SILL R.ATE ROOF PRESSURE ZONES AND NAIf.lNG SCHEDULE ELEVATION FOUNOA~ON 24 WALL HE!~iHT 8-10 8 B NUMBER OF ad COMMON NAILS 3 NAILING ZONES FOR ROOF SHEA~NG IN 120mph pEAK GUST WIND ZONE FOR THE CASE STUDY BUILDING TABLE 3.3B {ROOF TO WALL, WALL TO WALL AND WALL TO FOUNDATION) FOR FRAMING SPACING (16 INCHES) ROOF BASIC LOCAL WIND ~PEED 1ZO(MPH) SPAN NUMBER OF 8d COMMON NAILS IN EACH I ND (FEET) OF I-]/4'X2OGAGESTRAP ; 20 5 24 fi ~._ ?~ 7 32 8 ._36 TYPICAL DECK HOLD DOWN .JOHN FOKINE PC CONSULTING ENGINEER .P.O. BOX 1064 ,.:SHELTER iSLAND, N.Y. '11964 631-749~089 1/2" GALVANIZED CARRIAGE BO[TS P'E T ER ROSEN1~ HAL 450 oT ERLJNG WOODS SOU'THOLD, N,Y. 4/I ~l~O I 0 ,5r25720~ o, 05/04t2010 ,,..010 J'UNEt'8, ''~' t/4" := '1 FT