Loading...
HomeMy WebLinkAbout35597-Z y/FFOt f~ Town of Southold Annex 2/26/2014 P.O. Box 1179 54375 Main Road 0 0. ib * Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36787 Date: 2/26/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 8300 Route 25, East Marion, SCTM 473889 Sec/Block/Lot: 31.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/17/2010 pursuant to which Building Permit No. 35597 dated 6/1/2010 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: non-habitable accessory garage with attic space and covered porch as applied for The certificate is issued to Peter & Camelia Dykovitz (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 35597 9/17/10 PLUMBERS CERTIFICATION DATED A th rized Signature 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. 35597 Z Date JUNE 1, 2010 Permission is hereby granted to: PETER DYKOVITZ PO BOX 107 EAST MARION,NY 11939 for CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR at premises located at 8300 MAIN RD EAST MARION County Tax Map No. 473889 Section 031 Block 0007 Lot No. 002 pursuant to application dated MAY 17, 2010 and approved by the Building Inspector to expire on DECEMBER 1, 2011. Fee $ 100.00 Authorized Signature ORIGINAL Rev. 5/8/02 C) 00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I . Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 4 -0 New Construction: Old or Pre-existing Building: V/ (check one) Location of Property: L500 4'411V I?C;A6 I , hN-&/ 0 /t, House No. Street L~ Hamlet Owner or Owners of Property: ~i ? 1 T Suffolk County Tax Map No 1000, Section 31,y U Block C 7,0 U Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check Fee Submitted: $ 5 O,O y 4APPI g nature e rjv so 'I mNn I hill Atmex 411 '1( IC III lot 1( (631) 765-1802 MT.-) Main Road coo Fax (631) 765-9502 P.O. Box 1179 roger. richert(cDtown. so uthold. ny. us Sotitliold,NN 11971-09.59 A- uIlm lit 111,I)ING DII'ARTNIEN'l' TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Dylkovic Address: 8300 Main Rd City: East Marion St: NY Zip: 11939 Building Permit#: 35597 Section: Block* Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum Electric License No: 34091 -me SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical Outdoor lst Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey H Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 3 H I D Fixtures Service 3 ph Hot Water GFCI Reept 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: detached garage with attic space Notes: Inspector Signature: A2V Date: Sept 17 2010 81-Cert Electrical Compliance Form 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 REMARKS: c I DATE X04 Q INSPECTOR Y'r TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUN ION 1ST [ ] ROUGH PLOG. [ IF NDATION 2ND [ ] INSULATION FRAMING I STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ l RILE RESISraK a ~ [ ] FIRE RESISraNr PENErnAnoN REMARKS: 4C - DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: L DATE INSPECTOR FIELD N REPORT DATE COMMENTS { ro O (1~ FOUNDATION (1ST) ~q y FOUNDATION (2ND) s • z 0 ROUGH FRAMING & C7 PLUMBING H INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS ..L Nm m -'o e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying'? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 G Survey SoutholdTown.NorthFork.net PERMIT NO. 35-5 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 /0 Storm-Water Assessment Form Contact: Approved, 20/0 ~{A/1 Mail [o: Disapproved a/c Phone: 7,34 -y Expiration Z ? '20 15 2 C E W LS 2 Building Inspector D D PPLICATION FOR BUILDING PERMIT MAY 17 2010 Date O / /O 20 INSTRUCTIONS BLDG. DEPT. a. This pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The ' and to admit applicant agrees to comply with all applicable laws, ordinances, building codeA~Ie~~z authorized inspectors on premises and in building for necessary inspections. e, if a corporation) fQ (Ma iling address f applicant) State whether applicant is owner, less e, agent, architect gineer, general contractor, electrician, plumber or builder Name of owner of premises{~ft I/ T Z- (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. Loc on of land on hich proposed work will be done: 30() K U-7 Z EI+SF M-JAf 10A.) House Number Street Hamlet County Tax Map No. 1000 Section _3/_Block- 0-7 Lot © Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use/nd occupancy of proposed construction: a. Existing use and occupancy ~i~/~ ~6 F ( 6 U~ NEIL OOuJ A J I-ol b. Intended use and occupancy ~o (I 4& 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 5E,E P t?4ti S 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth' ' Height Number of Stories SU/2vy 9. Size of lot: Fra E~ r Depth 1 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 A- 13. Will lot be re-graded? YES NO2 ill excess fill be removed from premises? YES NO 7 14. Names of Owner of premises / / 2-- Address Phone No. / .3z Name of Architect S,~ T C-Address Phone No T Name of Contractor TffaA #E Address Phone No. ~9/Z L g 6 / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOY- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSOAK06 !L GTTd4 re-, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the T: CONNIE BUNCH Notary Public, $t ate of New York (Contrac r, Agen ( Corporate Offr, er, etc.) pualifi UinSuffolk~Court N commission Expires April 14, I aL of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. fore me this Sworn to be day of ~ 20)Q Notary Public Sign re o Applicant ©f S~r~<o Town Hall Anna ! Tekphom (pl)) 765--11802 54375 Maln Road (631) 7 Ul IU P.O. Box 1179 , roger.richertdo&11o7U O .ny.us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: t`f-~,-~,Qr~ r (C~rTI+ Date: Company Name: C4 C 7- Z C L Ts I Name: k~> h rl+ icense No.: 3-fo t- m v dress: I e"wc^1 S dt D Sr, v774o L,O Phone No.: 9 - q 2 N JOBSITE INFORMATION: (*Indicates required information) *Name: ~~^re2 fw "V lL *Address: C Is T (114-1? ru ti /'-s 4 I-v 0? ?0 *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: N *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) h *Is job ready for inspection: E / N Rough In Fina *Do you need a Temp Certificate: / N Temp information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead p Additional Information: PAYMENT DUE WITH APPLICATION d` 82-Request for Inspedon Form pF SO(/ryOlo Toni H:dl Auucx # # 'I clcphonc (631) 76.5-1802 :i 1375 Main Road cn fax I631) 765-9502 P.O. Box 1179 O Southold, NS 11971-0959 ~ycou 1 N B111LDING DEPARIAIEN"1 TOWN OF SOUTHOLD September 21, 2010 Peter Dykovitz PO Box 107 East Marion, New York 11939 RE: 8300 Main Road, East Marion TO WHOM IT MAY CONCERN: The `following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) \ Electrical Underwriters Certificate. V A fee of $$2 O. ~;-o Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 35597-Z accessory garage 5URYEY OF PROPERTY 51TUATE: EAST MARION TOWN: 5OUTHOLD - ° SUFFOLK COUNTY, NY SURVEYED 03-29-2010 ! SUFFOLK COUNTY TAX u 1000-31-7-2 CERTEFEED TO: G~l ~o ~o ~ qq V~ Q~c qh4 + .fl'0 + CP. O, of 6%0 °,r 3~S ^ 41 a °s + q 1. + 0 °s yr lp, \ + ot % a 6 - ° ° kKl 0 <Q~ ® ° \ry L o ys + 9~ o b~ 9 esss PR C OSe- n NEaJ CQ o~. GAlehae- -to ~a . o\~ OGN ~i)C t 57'w( Q- ~'~'~BD" I ov~v ~oN o~ Q o` ~,m Q NOTES: • MONUMENT FOUND 0 PIPE FOUND k AREA = 23346 5F OR 0.55 AGRES GRAPHIC SCALE I"= 30' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-C:ADocuments and Settings\Owner\My Documents\My Dropbox\10\10-121.pro REVISIONS PERMIT SET 05/13/2010 - - - - - - - - - - - - - - - - - - - - - - - O Q O - V mz m Lim IU ®®NU~I 0. NORTH ELEVATION o SOUTH ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" z W o w w d A ALL CONSTRUCTION SHALL Z o 61EET THE REQUIREMENTS OF THE o CODES OF NEW YORK STATE. r--I RETAIN STORM WATER RUN )p Q ORSUANT TO CHAPTER 2S OF THE TOWN CODE. APPROVED AS NOTED DA E /n / Ia B.P. #~s~ J FE . D NO IFY BUILDING DE RTMENT T 765- 802 B AM TO 4 PM TI % FO_L OWING INSPECTIONS: 0I } _ UNDATION - TWO REQUIRED ~ Z o _ R POURED CONCRETE M-4 C] 2, UGH - FRAMING, PLUMBING, O O APPING, ELECTRICAL &CAULK( N N Of 3 IN ULATION ~--E _ MU T BE COMPLETE FOR C 0 g - - - - ALL C NSTRUCTIO SHALL MEET THE x W ® _ - FI L - CONSTRUCTION & ELECTRICA YORKMAME NNOTF RESTHE CODES OF PONSIBLE FORNE >1 DESIG OR CONSTRUCTION ERRORS. Q DERWAI OuSCERTIFICATE RED a WEST ELEVATION DRAWN MHIMS SCALE. 1/4••=1-4, EAST ELEVATION JOB q: SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" May 13, 2010 OCCU' ;~!r:Z1 OR SHEET NUMBER. USE is IAWFUi ITHoI..- iW (E~T?I~~E PAINTER TO PRIMEAND VAINTALL DOOR EDCESTHWINTAIN [ONTMCTOR SHALLNDPFY ARCHRfCTOFANY RISCREMNCIESYEIWEEN THEDMWINGS.THF SPECIFICATIONL ANDTHEfIELO[ONDITION5 ANDSHAMMQDESTCURIFIUPONOFEDRECONIMFNCINLWORK CONTRACEOR5HALLVERINML GENERAL CONIR6CTOR iO Cq . CONTRACTOR TO COORDINgiE MEETING WITH OWNERS FOR GPPROVGL OF 6L e GE RAL CONTR4CTOR 6 A F E FOR ALL BUILDING DEP ARTMENT INSP ECTION9 LECTRIC, PWMBT G, AND NVGC FRIOR TO IN6NL4TMG AND 9HcEiROCKING I!I 'yEG~I PRIOR TO RECEIVING FINAL PgTMENT FROM OWNERS • MANOFACTISRER'SWARRANTYANDSHALLREINSPECTEDTOVERIWALLWD0.K DIMENSIONS AN. OONDHRI SAT SOY AR, WRDDINC YDIIDINL AND SRECLFAMNCFS LOM DELIVERY OF EQDIYMENT AND ATEDAU. AND REMEDY ALL DISCREPANCIES WRH M MCT FRIOR TO THE COMMENCWh OR COMINDADOINOFWNR ROUGH ELECTRIC,PWMBINGA! REVISIONS PERMIT SET 05/13/2010 2X417"- 20._0„ EXT. WALL (2) 2X8 DFk2 oF 4X4 ACQ 8"DIA POSE CONC. O INSTALL PIER-0° 101-0„ w/ 24"X2 INSTALL B" DIA. CONC PIER EX. DECK TO w/ 24"X24"X12" CONC. FTC. REMAIN p 3'BEL p 3' BELOW GRADE 2446 (o 0 p EX. DECK o A EX FOUNDATION jrc O N TO REMAIN N Q' U n .^,1 N 'UD U ~ ~ z w / LL [n r ~ b o _ o o ~ /I/ 0 0 0 _ cm CUTOUTFOR O t rv's2X6 QF#2 Q al ~ I Nw °v NEV fill NEW OPENING i R• U N Z (TIE EA JOIST TO RIDGE. SEE SECDONI I Z O _ rv_ N O _i------------ I _ IVI R Y REBUILD E~ERIOKWAULS O . 2X41TFN2 0 ATven 111 2X6 ACQ SIPIT LL ILL (T PI ATE. OVER CLL SEAL X r O TERMITE SHIELD. ELp. SILL SEAL I O O ¢ I l x w O .F- IolOp L 20,_0,. ~ z I-INw 0 I m I M (2) 2X8 DFk2 HEADER PROJECT 9..0., E - :OJECT NORTH FOUNDATION PLAN N 14'-0" 6'-0" SCALE: 1/4" = 1'-0' 20'-0" ¢a ~ -y a U _ FLOOR PLAN e~PROJECT NORTH O P. h•,y Q w SCALE: 1/4" = 11-0' ~ ~a - - - - - - - - - - - - - - - - L 2XP DFn2 RR ate^oc O 7 2X10 12 RIDGE 2Yg 6~ D~e2R 2K4 STRAPPING AT EA RAFTER - - 1•_4 a ~ X 6 REFRAME WALLS O x F~QI Z 2X4 DFk2 OO 16"OC F~~ ¢ Z [r (Y Q ry Z ASPHALT ROOFING 2 m F- 15N FELT U E NT H~ I/CDX SHEATHING En O W OEM[] CONTINUOUS VENT AT RIDGE ~11~11 COI I~~~~ rnoo.cvrcnX6ACQSILL PIAT~E- e 4C I I I I~. SILfSEAL. ANCHORBOLTS TO CODE _ o II II II II II II EX. CONC. 51A13 a EX. FOUNDATION f+1 N . •,~'j, ~'Asgg~~ ~Y^ WN MH/MS _ . SCALE 1/4"=P-0" SS P JOB SECTION A-A E~ PROJE SHEET 2010 PROJECT NORTH ROOF PLAN MSHEET° SCALE: 1/4" = V-0" N 1/4" = 1'-0' A_~ 4~1}x PAINTER, PWF AND PAINT ALL DOOR EDGES TO MAINTAIN [OMMRORSHALLNOIIR ARCMIECT OF ANY DISCREPANCIESR-N.THED-'A. THE 5PECIF11-.NS AND-1 FlELD CONDITIONS AND SHALL REQUEST MRIEICATION OFFDRECOMMENCIN6 WORK ODNTMCfOR SHALL VENN A" IGEN--L -NWACTOR - D-ODINXN MANUFACNRER'S WARRAMY AND SHALL YE INSPKTED TO VDRBY ALL.. DIMENSION5 AND OONODIONS AT IDR A . INCLUDING OU10ING AND STE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATENAIA AND REMEDY ALL DISCREPANCIES WITH ARCHITECS PRIORTO THE COMMENCEMENT OR CDMINUATON OF WORK ROIIG. EL£C1RIG,pWMBING, qNO HVLG GTOR TO COORDINATE MEE9NG WP...- FOR APPROVAL OG ALL GENERAL CONTRACTOR SHALL BE RE9PON616LE FOR N1 IR ING DEF4RiMENT INSPECTIONS PWMBING, AND WVAO PRIOR TO INROLATNG NO 0MF£IROCKIN. AND GNALL BECJRE THE C If 0 PRIOR TO NE RVNG FINAL PAYMENT FROM OWNERG REVISIONS i 2929"O: PERMR SEr 05/13/2010 I I 0 Oil / 4" I . ..I Il II (1 i . I I II I I~' I l I I I 1 #10 ~AHNLESS STMEL OR~VANIZED WOOD SCREWS W/ WASHERS @ 12" O.C. 12. 0 c II - I 1 - 1 - ` BHEATHI/9"APAPLNGYWOOD -4 S U rn 1/2" ALEA RATED SHIPATHING GRADE PLYWOOD (ALTERUAM~E: 7116" O.S.B.) 1/~' APA RATED SHIENTHIN GRADE PLYWOOD _ 1_ 1 ~ s 1 E (ALTERNAT~E: 7/16" O.S.E.) u C III ..Il% I.11I1 U a #10 SlISIBLESS STEEL ~4 DF#2 OR GIALVANIZED MDS- y l l a WOOD SCREANS W/ WALSHERS 12" D.C. WINDOW SILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8L-0" OPENING) I n k10 STAINLESS STEEL W( lI I~ (i I I I I ~I I I I WOOD SCREWS O WASHERS @ 12" O.C. LL l TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES W (LESS THAN 4'-OX8'-C" OPENING) 2 - 2R9 DFN2 SUDS CONNECTED Q TOGE-TMER WITH STAINLESS STEEL F OR GALVINI2ED BOLTS W/ WASHERS rrl Z O AND NUR @ 2'-0" O.C. F+Y 'LHT4] WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUC7URAL, PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) Typo TYPICAL MULTIPLE OPENINGS CE4 U (MORE THAN 4'-0X8'-0" OPENING) WINDSORNE DEBRIS PROTEC71ON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOP, OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO a COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL C) CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. A HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ae, d~', r . ! GEN.. UG,UDcAN`FIIBI0R AURBINTUERIGROBILOODING 1ALSIBLIRROA t. STORM WATER MANAGEMENT DETAILS MCMUNG OF GROUNDWATER- OR INTERFERE WTEH THE OPERKDON OF SEWAGE DISPOSAL IYONEMS AND OTTIER SUBSURFACE STRUCTURIC DETWEOLSMUSTIST LOCATED AND COFFMCURED WHERE THEIR CONSTRUCTION N.T.S. WILL NOT COMPA, TH FORE BELOW THE DRY W a FINALLY. A DRY WELL SHOULD 11 PACTIESED ~Y EASEMENT. EAST AEIMR`tTMN. OPOINANCE. OR OTHER LEGAL MEASURES THAT PRENINT ITS NIGUET. ACAIRSE ALTERATION, AND REMOVAL G_uT LEM DDVJNSPOUTS DRAIN PIP THE BOTTOM OF THEDRYWELLER!" Town of Southold a WATERTALU UP !E AT UEACF 2 FEEL MOVE SEASONAL HIGH EVEL AS 10111111 TO UNIHMARILY FLYTIRCIFFACCIANIA AAELAJ DIAMETFROF ROOFARLAIWOPARMI DRAIN PIPE 'ELUDE II P. JIDR=ANDIl A" E LEADER (IN) ED C'. I DIMMED, I I DISTRIBUTE RUNOFF INFIRMATION SCURALATC 5.1. 1 vNI 18VICSLOPEJAIII Im GPM Erosion. Sediment & Storm-Water Run-off Assessment Form } Rly P P.R, Local- SCTMI THE FOLOWING ACTIONS MAY REQUIRE THE SHIM69ON OF A O Z UBC ID S CON.MON 2 7T MR I.. II I'M -T. Imp xx STOM4WATER. GRADING. DRAINAGE AND EROSION CONTROL ELAN CONDRY WELIC PROTECTION OF THE SLUMUTE SOCID FROM CODRACTION BY Q SEEM ION DQUIPMENTAND CONTAMINATION AND CLOGGING AREVITAL DlstrfcKeRiDn Black LOT CERTITIOU If A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK QO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PRIOR TO""S CONSTRUCTION. THE AREA TO BE USED FOR THE DRY WELL SHOULD IF N,G TIED S LIMA J14 S i-B Fl:~ _7;~ COESIONED OFF TO PRINTUT OMNCNRUCTION EQUIPMENT AND MI 111. I-ALS I.] FROM CCMWCDNG THA MBDAkDE IDID DURING DRY WELL CONDIFLUCTO A RIM V2. 4 Al~. OUI I.. BSm-NY.FV (NOTE /r CFeck Mark(Xl lureacM1 Querllon lr Re9ulrttl fora COmPlele nPpn[.n"m UR, w w PRECAUTIONS SHOULD 3, TAKEN M PREGIENT BOTH SURCENDE SOIL COMPACTION 1 WIII Z AND SEDIMENT CONTAMINATION. AM EXCAVATION SHOULD BE PERFORMED WITH THE UGHTEST PRACTICAL EXCALIATION EQUIVAIRRIT ALL D~WAHDN EQUIPMENT SHOULD 0GEEGuTTER-STANDARD 5" BEPLACEGORTSI., THEURSIORTHIDAY.Ell NOTES IM1"Proletl 0.elaln AllSmrmWaler RUn Oll Generalerl bVaTwo (2'f"ch lnBll..".1 e~ C (iM1b Remwlll lntlutle tll ran off meeale0 by rpa EleminpnNor[onnr"6lon ao.[.r mw ell erall Ale e C TO HELP POWENT SUIC.DE 1.11 CONTAMINATION AND CLOGGING PY SEDIMENT Improwmenl entl IF permanent -1- .1 lmperal-, mda rl O C U) 1 U.. Ina Ill. aa-W., SUrve, II.. All Prnl.¢ UOlnape Sbuclurtr lnnI.Fng Sts 6LOmllnnl y a/( W ON SHOULD RE DELAYED UNTIL ALL DOI CONSTRUCTION DRYWOLCONISTRUGUMM NUOTHUROLNOUB-CHONADIA THATMAY 1). EXECUTION SHOULD BE DOTAYID U Th I¢m iM1tll lntlIde all Pmporttl Crania Changes and 5lopea Conlrylling Surf-Water Hml L E"~t PEfLV PREPARED. TW~MRI~OIP~AN~NTLYD~INMTIIEDVWRLAR~MIlUZED THIS A), 00 NOT BEGIN INSTAILLATERCEN UNTIL SUBSTRATES MOVE BEER PROPERI PREPARED, UFTAORD CONSTAU"ON EMPHASIS THE NEED AS DESCRIBED ADO'D, TO CORDON j WIIIIMru+RYlantl FllllnLCraEln{mEx[avaROn w [Eange la lM1e Naluol X ExhHng G.Q Invo1.aWn6n, more In- 300 Cubrz Yartlr o1MaRml WQlM1lnanv aM Fa Pamlt OFF THE DRY WFUL AREA0 TO PRIGBOUT COMPACTION By CONSTRUCTION CQUIPMMM 2). PREPARATION: , RIM.THERIDEC.INSTRUCTONACTLAMS DMILITURY, A) CLERN RF_ TFORGUGHLY PRIOR M INSTAIMATION AND MATERIAL STORAGE U D): PREPARE SURFA IS USING METUBJUS RJECUMMENDED BY THE MANUFACTURE MR WEACNREEER 4 WH., Appbouon 0.cquirt lantl DlrluTinF AOMirier EnmmpaninS +n Nea In I,la, oT n USE OFT IS DRY WkLL AS ASEDINIFFLE BASIN IS STRONGLY DISCOURAGED WHERE ALLUDING THECIESET RESSU47A MR MIE UNDER 71TE PRODECT CONDITICUS RDIECT CONDRIDNS, cu.. Ta.., -re nn" c.....rr......n a..r..-r UNAVOIDABLE, EXCAVATON FOR THE SEDIMENT BASIN SHOUT RE AMNIMUM OF ROOF AREA 513. M ED FT C) PAIMCONCFALEDMETALSURFACFSMOSURFACESINCDMACFWRHOIi IMILAR S FEETAYOVETEFINALOEfICNELEVATIONOFTrDRYWELLBOTTOM AT1DD%WATER RUNOFF:X ECU. FT WRf1 BbblmblA ACCUMULATED SEDIMENT CAN THEN BE REMOVED WFIHOUT DISTURRINC THE METALS WELL PROTECTIVE BACKING PAINT. SUBCMDE 5016 ATTHE OILY WELL BOTTOM, WHICH SHOULD B E f"NEUSHED ONLY PER CIE. FT. 3INSTALWTIDN: 5 Itlhe a NaNral Water C.... Bennlne Ihmueh the SIIN x h lmt Fropo wllnln the rmnen Iennaalon orwlmm one Pwnaad Nuo'1 kn oraelmna or eennt AFTER CONS1RUCfI IN WITHIN THE DRY WELL'S DRAINAGE ME 15WMPLUM AND OMINAGEARFA STABILISU PROVIDE (1) P DIA X 0' DEEP DRYWELLS Af. PERFORM WORK IN ACCORDNWCE WITH [pA HANDBOOK V HER THE DMWJNG N AND IT DRY WELL CONSTRUCTION CANNOT SIC DELAYED UMRFTf ORMNACE AREA IS 1 2) GUTTER TO RE PLODDED TOWARDS LEADER I"T02"FOR EVFRY W'OFIWN 'BAMN6i ( WIIIInerc be Slle prtper9lon on Faltlln60nbe Slope wnlq&reetl Flfleen OSl feet of Veredy 0.he to 13 x WOF IWN One HuntlreJ (IBO'f of l{onmma OnunoO STABN2ED.OIVERSION PIPING BROTHER EURAB¢ MEAN0.ff SHOULD BE 26 ;HEEL MEVTJOW IENGIFHS WITH WATERTIGHT JOINTS. t AND 7 ern.. wrye Parkln6 Aron orolhnlmpervlmr5udnrer be 5loperlm Blmn15tn1m Wnb 0.un OF X DRAWN'MH/M5 INAALLFb DURING ALL PHASES OF CONSTRUCTION TO DIVERTALL RUNOFF AND ) COPPER) LEAD' RASW MO SLII?E0. GUTTERE ID OOWNSPOUR AND ACCESS... SEDIMENT AWAY FROM THE DRY W I- THESE DIVERSION MEASURESSHOULD NOT ALUMI ET BEROAOVLDUNOLALLCONSTRUCTION WITHINTiff DRY WELL'S DRAINAGE ARCH O). wow NUM. ADS MDCAULK WrtHADIIIYLSFAIAMSLIP JOINT otNr nNar the dnedtonof. Town.[.hl..I.yl - SCALE: 1/4'xx1'_0" IS COMPLETED AND THE DRAINAGE AREA STAWLRED WDRY CONNECTORS g Wwmlr PminJ xeymee me Fl..emam nrmaknel Mmnoel nrveeeklme onmonne mnmm~me of % JOB ED SFPL any Item WJhin Be, Town RlWht of Way or Bead Moulder Area? S TONE HU. AGGREGATE SHOULD RE BI DED IN LIFTS AND COMPACTED USING PIATE 31 TONN DOWNSPOMTO STORM SEWER SYSTEM AS INDICATEDSFPL COMPACTORS,AMAXWEM LOOSE DIET THICKNESS OF 121NCHEf IS RECOMMENDED LNNECRON WATERTIGHT The Been wilt NOT mJnae the Im ellmr- of orl.ew.y Apmna.l May 13, 2010 PRETREATMENTELLS TO eE 10' MIN, 4). PROTECTION: 9 .11IN,PmJetlR,Wn. Site Prepur.tlon w1hin the One HUntlmJ 0.) Yenorn.d, n.r any Walamurwl ~ x SHEET NUMBER ASWIM ALLOTHER HEST MANAGEMENT PRACTICE. PREIREATMEMUNEMEND THE WAY FROM HOUSE MPROTELT INSTALLED PROOLEM UNTIL COMPLETION OF PROJECT. ED NCTIOMAL LIFE OF A DRY WELL WHILE GENERALLY NOT ASIGNITIUNT SOURCE OF U TOUOILP, REPAIR OR REPLACE DAMAGED PRODUCTS SCHEME SUBSTANML STANTWL RU NOFFPOLLMION ROOFS CAN NEVERTHELESS EE THE SOURCE OF PARTINIATES AND COMPLf110N. ORGANIC MATR0. AND. DURING SI TE CONSTRUCTION. SEDIMENT AND DEBRIS. THEREFORPROOFOUTTE0. WARDS AND/ OR SUMPS OR TRAPS IEQUIPFED WITH CLEANOUR) IN CONONTSTO A CRY ELL SHOULD RE INCLUDCDWHTREVER PRACTCALTO MINI MI2E THEAMOUNT OF SEDIMENTAND OTHER PARTICULATES NOTE it Any Amwer 1, Quenlnne One thmoph Nine 11 Anne erttl wllh, and, Mork In the Box.. Smrre'W.rer. Go dIne. Oraltuee 6 Emhon Control Pen is Wyulmd and Mud be Submitted nor Pevtew Pnor to ineenu of Any BuBde, P-BI THATCAN ENTERTHE DRY WCLL REVISIONS PERMIT SET 05/13/2010 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL C TAIL DRAWINGS USE THE FOLLOWING APPROVED USE METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RING siuos EI IGIVALL RAFTER CRIPPLE SILO L 4- WAIL Snip DOLE BOTTOM PLATE _ ER e aTHTUe _A- DOUBLE JOIST SIOEN'ALL "FADER LEDGER JALA SiU65 RAFTER OFFER GOP NUMBER OESL BILLION APPLICATION JET Anse Rom DowN CONNECT To T SmE of ALI CORNERS ANCHOR TO FDUNDATON W1 ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL COHOLDS ON LOCATOR JUNE NUMBER DESCRIPTION gppLlC q?ON LOLgPON USP NUMBER GESCRIPTON pp PLIC ATION IJI BATH / SPA TABS M HAVE A DCEa LE FLOOR HOSEA UNOFR FOR ADDED SUPPORT Z ND. AGUE HOLD pO IN BOIH EST PLATE DF 2Np FLOOR PHO FS, RAFTER SIFE W`P NUMBER pLCR FTIC ANC HER PLq I CS OF 1ST FLOOR CONNECT IFIRO UGH ALL OPCI IINC$ LS TA12 1-1/J"xIR 204o STIR pP APPLY 'TO EACH JACY FUl ROOF LS1 P24 1-I/<"v 2h PO PP STRAP APPLY OVER RIDGE TO EACH RAFTS Yxb-2xB L525 189o SLOPE P THE FLOORS TO EACH OTHER 1'1/ T{R EADED Rp6 ALL OPEIIIN G$ RTS pR Ri] iYOO WN -mum NULfB ER o[$c RIpl1OR Appuc Anorv suPPOrei EAGD WALL RUNNING PARALLEL WILL THE F[OOR 52b 1BgI SLOPE HANG CR APPLY ID EACH RAFTER / LEDGER! FOR JOIST pIR F E E 'ON Ifl TH I21 JOISTS UN0 ER WALL AVPIY TO EACH CHIP PIE SiUO 2%1D L210 IBgo SLOPE II J06r ]210 IDgo SLOPE NIA NG ER AP FLY TO EACH RAFTER / LEOOCR NO. DIRECTLY PILFER PARALLEL WALLS. PROVIDE BLOCKING 1624"OC WALL SHOD "NTS H- THROUGH-ROOF EXHAUST w VENTS DEL C AREA METAL STRAP \ LO E U m b VENS SELDOTED AIID I~ IOC APED DT CONTRACTOR tB "1 ^ ERIC I(ET AT IDP-STOP OF \ RIM BOARD CHIAI-:N N m d VENTLATON CHANNEL V CA S, z AS RELUIRm Ln O y 'j 4I) regnra sLL ALAI wALL EpIHING RAFTERS V 4 ,o. '11 2AFTERS *NG , 1 smsWpL FLASHING FOUNDATOR VENTILATION WORD JuIST HNILH WALL AND MOISTURE TOP PLATE S CAPPING TO BE ATTACHED TO WALL STUCK S'q B"OL A PRICE TO LAP FLASHING BLOCKING b 2x4 LEDGER BLOCKING AND ALL VIINODW/DOOR OPENING JACK STCOS AT WALL - MAII ITAIN GAP ALTO SHALL BE PRONGED 'MTH A ROOFING TO AVOID 5GA1<IIIC WALL SUCH IIOT LE.55 MAII 1/15U OF THE AREA OF H PON 'RO3r4 SOFFIT .IOISI fLO pR .01ST DEPTH UM NUMB CR pESC RIPT ON 4PPLIC AT ON BETN'FEN WALL FINISH AND IAIIJIA WM IICT FREE VENTILATING AREA INSTALL 4'0' 0 C i THE SPACE VENTILATED ALL OPENINGS VENTRaI ELF FASCIA p 150 GF THE f,UTTE0. - e L51 <2M1 1-1/4"v24- 2C B n. STRAP pN6 JACq SRIDS SHALL BE COVERED WITH CORROSION- ALLEN ALL 0O WITH CORTN SCREENED VENT ON ALL OPENINGS RESISHgfIT METAL A1ESF1 WITH MESH PROVIDE HEMIAF.O EDGE AT OPENIPICS Or W INCH IN DIMENSION INSTALL 4'0" 7Q FLA'3HIrvC, TO FORM CHANNEL TDCATON USP HUMBER DESCRIPTION APPI .1ESI WRH FRi CH IN DIMEN/ EXi PLYVNOD a" - Ia" LEI A40 1-1/S'x5o^ 189. STRAP AND Jgcrc ETUDE AIIO SO AS TO MAII ITAIN AIR ~c AnoN F ORELEG SAVE ON AL oPEwrvcs / Gnv TO PREVENT cAwugar HE TO OAP TO 4" - S" anrTER renO 10-3/,G , tegn ttoowN ANCHOR EAC n• IN6 FALL K 7 OC EACH RAFTER PROVIDE BLOCKING BETWEEN TRIBES TEAT ARE SPICED AIID Z 14 - 16 UPTAKE 1-1/4'x]6' legn STRAP AND JpCTU05 x B" - 12" RAPIER IRE 21-1/8" x pOga ttD 01':N AIIC HOR CONK ECi TO Sp FFITED LEAVE GE71 ON ALL OPENINGS KEEP ROOFING NAILS OUT EALH RAf1Eli RROO F VEIIPLRC / OVER OIr VE EAVE DETAIL BEARLIG WALL AID HEADERS O / OF FLASHING 2ND FLOOR WALL 1~y CROONS LAPS BASE FLASHING a INCHES / BASE PLASHING N'RAPS RAT HER CORNERS, s EX TE4ES MINGLED AT SIDES E INCHES AND JAP5 E RIDGE CAP OF SAE AT AL AS ROOFING SHINGLES AT BASE E MET T . 'I J INCHES HAITI AILI LO 1G SHEATHII IC rHROUGFI RELIT WOOD JmsT OP PLATE \ O RISE WALL FLASHING 1sT apGR IvgL PLAYING WIN I PE WALL STUFF 945 GO AND CREDO ORDER „y ~y ANp ALL L WINDOW/p00R OPENING G JACK STUDS METAL FLASHING AT ALL EAVES SIDEWALLS EDGES S. WALL SLID WOOD JDIET "v L) POOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION A RAF E$ PROVIDE HEMMED EDGES SD RAFTERS JI T- AS S HD FORM OR AIlJ 0.GE CHANNEL S AND INSTALL a'p" D.c PREVENT CAPILLARY ACTON z 4" - O" LS IA'.6 1-1/4 X36- Ipga STRAP AIJD J0.C1( STUDS LDC piION USF NUMBER DESCRIPTION APPLIC ATON UII ALL OPENINGS PRE-MANUFAC TIRED KEEP INSTALL P D C R0.F1EF/PLA TC FTL DO" AIJCHOR CONK ECI EACH R VENT FOLDS VENT FO LO$ FROM !FRED O O G KEEP STRATTON MIN, 1-1/V ALL JOISTS CONNEC LEO lO A FLESH HEADER TO EE SUPPORTED ITT FROM PEAK 70 ALLOW FREE THE PRO PER IRE AIR PASSAGE IF ABLE. SET HR JOISTS APROX STEEL I/2"C FEIGNERPIR OIAN LVL HEALERS C - Ifi' MSSA M1e 1-1/4 "LqH" 159n STRAP CA JACK STUDS RAFTER TO PLATE OVER RIDGE TO AIR PI CONFORM TO SLOPE OIJ NL OPENIJGS PLnTE/WALT SPHHM1 S1LB PLgiE An'C HOR PLniESNID EAC HRSTVO pF ROD TO ALLOW FOR SHRINKAGE 6 REDUCE BOMP CUFF YET SILL PLATE TERMITE 5111ELD ELL GASKET ' SUDFLOOR WOOD JOIST:" TIP CONE FOUNDATION COKG SIR E NEOPRENE DAMPP ROOF EXTERIOR A MW POLY • GASKET FULL POLY All EXTERIOR b GRANULAR FILL VP 2v6 /20 CGNTIOUCUS 'WOOD PLAIT SOLED 10 STEEL BEAM WIID V STEEL COLUMN 1.O 112 CIA. BOLTS 0 40° 1c STAG CONE SLAB ROGF JACK A ' STEEL BEAM pA y I x COMPACT FILL LN AT I11\Y I, S 1/4" x 0" FEETL KEYWq'( FOO TIIG • M • • • ' • ROOFING LAPS w•• CDNC ETA •e .°0'n C.' SIDES AND ATOP FEE AND H0701A PLAT y .O ANCHOR dO LT OCCOOD110P1 J USF WITH PEA 50U ARE SIRS WIFE 1/2" x S' ANCHOR HOLT 1/2" GNDUI REIIIFORCING BAR G CUSP LHOP 5A pP54U)9]) BRAIN ILL P ANCHOR BUILT CONNECTION FDU IO giIO '/AC IA RNO HOF Boli SUP OR IC IAA XI U DP AC INC FLUSHING LAPS A LI. PLATE DO FOUN p-AM NOOFINC AT HO POM I I I 3' STEEL COLEMI'I O Z_ ( 10 KIPS ) 'Z CRAW !II ! OC OR OP SHORY >2' AC QN I P4 IYPIC qL CONE FOUNDATION . APPLY PILA S1E k5 OUT PLATE TO FO UN D ATI011 2 STORIES }fi' OL '4HERE COMES FOR STRUCTURAL BRACIIIG CIA 57EL COLUMN ANCHORED TO 2a".x2M1'x12' CONE TIC. CRAWL SPACE ON ""RATION TIP ICAL BEAM DETAIL N LL HALL COTIDM PLAHC lO FOUIIOATION I-2 FLORIDA Si" DC OLD L / BOTTOM SEARING 1~ Z C SLAB-011-GRACE ROOF JACKS k VENT- ROOF JACKS k VENTS DETAIL Q GEN. SLAB GO' c0/10 WWM r- cUBFECOR ~-I w COMPACT FILL 1 GARAGE 000 oooR uoLR FRAME- v GARAGE IT"', PFAU Q a^ sue I^sua P i PLATE W/ fi%b mm z' aIF :VACS ,X5 mm SLOPE A"DRIVEWAY NOTCH JOIST AND ADJUST HEI°Nf ni ervo ese or OBo v z' . (WITI A NAILED PLATE IE NEEDED) ' TO De ARRO% t/z' OR H I JER maN J~ • . STEEL BEAM TO aLLON' FOR iHFII MADE ! , ° • ' (PFOVIDE STRAPPING TO KEEP JOIsrF ALIGNED) is°° .fo ~d r - fi%b WWM wrv ',t~ p pC•e pC'r p 4v n NOTCH S"', FQN LMUOsiLL IF REQUIRED NA\IMNM ° •e e ° ° - F-OUR DRAWN NH/MS REIN ORGING eAR • POLO. I.-IS L/- oEPw of ssmn p ' DRAIN TILL ° r o A NONFOOD INS DAR e r- SuB SCALE. 1/4 ° -u @^ STEE.I METAL / ]Dd FEU wmER SEAM AT POINT p A• °A• ° CT } 'IS JOB#: OF CoFLA., v'nE CONCRETE OR DENG BLOCK nflcAL'NAC. MOODUFT'A TONADADON REIrvmr.CE vnm (z) pa REirvEOacwc enas TUCKED STAQS BENEATH HEADINGVANS AND COLUMNS mans TO LEVEL SEAM MRy 13, 2010 REINFORCE POUTING WIN (1) P1 nfINFORCING BARS C' ANkUJkI BEARING suRTACE FDR WOOD FEAR GARAGE DOOR GLQC%Oi 'T? °LTE A t SKEET NUMBER :BRACE ocoR Dmceour fl* BEAN POCKET A-4 REVISIONS PERMITSET 05/13/2010 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1) RIDGE-TO-RAFTERASSEMBLY ROOF FRAMING: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL DCCUPANCY CLASSIFICATION R3 RESIDENTIAL When a collar tie is used in leu of a ridge flap, the number of IUd common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE RESIDENTIAL DWELLING in each and of the caller tie need net exceed the tabulated number of Ed balls in the strap. CONSTRUCTION NOTES: RAFTERTO g'WALL: 3-Bit COMMON EACH TOENAIL BUILDING HEIGHT (SEE PLANS) 1). The information within this pet of construction documents is related to basic design 2). RAFTER-TO-WALLASSEMBLY: TOP PLATE 10' WALL 4Bd COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a wnssmction aid not a substitute Lateral Framing and shear wall coninciams for rafter, ceiling or truss to cop plate shall be In CEILING JOIST V WALL 3-Hit COMMON EACH TOE -NAIL for generally accepted good budding practice and compliance with current New York accordance to table 3.3 When a ratter or truss do not fall in line with studs below. rafters TO TOP PLATE 10' WALL I-Bd COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEIUNGJOISTTO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S RESIDENTIAL CONSTRUCTION CODE AND 2006 5BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally Finished, s araterelly the to the well stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL ound antl a weatherproof completed product. shall be connected with uplift connections in accordance with table 3 it. CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES s2). The General Contractor is responsible for ensuring that all work and amptructlon 3). WALL-TO WALL ASSEMBLY. OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 meets current federal, state. county and larel codes, ordinances and regulations. etc Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 Mum These codes are to be considered as part of the specifications for this building and cordance with table 3 36. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SAC END NAIL should be adhered to even ilia vanance with the plan studs shall be attached to a common member In the floor assembly with uplift connectors in BLOCKING 2. Ed COMMON IEACH TOE ATTICS w/o STORAGE 10 accordance with table 3.3. TO RAFTER END NAIL ATTICS w1 STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3) Dimensions shall take precedent over scaled drawings RIM BOARD EACH END (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-I6d COMMON END NAIL (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for contraction mperenion and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab.on-grade, 15 Inches In masonry block Foundations, or lapped under STAIRS 40 0 construction means. methods, techniques, sequences, or procedures, or far safety the plate and nailed in accordance with table 3.3 b. When steel straps are lapped under the JOINT DESCRIPTION NAIL SPACNAIL ING NOTES TES GAURDRAILS ANY DIRECTION 200 precautions and programs In connection with the work There are no warranties for a bottom plate, 3 inch square washes shall he used with the anchor bolts, Anchor bolt specific use expressed or Implied In the use of these plans. spacing is to be spaced and used in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 -I6d COMMO PER FACE NAIL NAIL EXPOSURE CATAGORY (DESIGNED FOR CAT. C) anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 iTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION .4 m 5) Refer to the Window and Door schedule for exterior openings. ompo. TOP PLATES AT 4- l6d COMMON JOINTS FACE INTERSECTIONS EA SIDE NAIL -E ROOF - FOUNDATIONDETAIL PACE& GENERAL NOTE PAGE JL NAILING SCHEDULE SEE GENERAL NOTE PAGE O. °j 4 6). The General Contractor n to ensure that masonry or prefabracted Fireplaces meets 51. TYPE I EXTERIOR SHEARWALL CONNECTIONS STUDTO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7(16 inch wood structural panel on the exterior STUD 2 -16d COMMON O.C. NAIL -E EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE u v re2 attached with Ed common nails at 6" are. at the panel edges and 12" o.c. In the field, and JL Sym . U1 . 7). The General Contractor is to consult with the owner far all built in items 112 Inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c at panel HEADERTO Ed COMMON 16" O.C. FACE such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" nc in the Field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL :E FIRE PROTECTION Q O 11. SMOKE&CO2DETECTORS SEE FLOOR PLANS .y~ in table 3.15.-b. TOP OR BOTTOM 2 - Flat COMMON PER 2.4 STUD END p TRUSS DESIGN NA- STANDARD STICK FRAME CONSTRUCTION B). Wind load requirements shall be taken into account during construction PLATE TO STUD 3~L6d COMMO PER 2x6 STUD NAIL 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TOP AL ENERGY CALCULATIONS RESCHECK q FOUNDATION NOTES: Type ll exterior sheawalls shall meet the requirements of table 3.15a -b times the appropriate FLOOR JOIST. BAND1015T, 2-16tl COMMO PER FACE NAIL NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a 1). The General Contractor and Mason to review plans, elevations, details and notes to length etljustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE 1.2 "E: 1.2 GROUND WIND SEISMIC MOST WINTER ICESHIELD FLOOD determine intended heights of Finished Door(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING- SNOW SPEED DESIGN WEATHERING LINE TERMRE DECAY DESIGN UNDERLAYMENT 2). All Rotings to rest on undisturbed (coingin) pail. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when mtenar sheawalls are used. Sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2.4.4.2 and 224 respectively. QTY. SPACING 3). Provide 1/2" expansion Joint material between concrete slabs and abutting JORTTO: PER TOE MODERATE SLIGH TO 20 LBS. 120 B SEVERE 3 FT, TO HEAVY MODET RATE 11 YES concrete or masonry wails occurring in exterior or unheated interior areas. 0), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL 4). Any new concrete walls being attached to existing concrete structureshall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 Ed COMMON EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE O with table 3.5. Window sill plates shall be have steel Conde ors in aceardance with table TO JOIST END NAIL be installed with NS re-tier, 1B"long at 12" ri Use approved epoxy far installation. 3.5. BLOCKING EACH TOE SHEATHING LOCATION NOTES 0 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD L 5). Unless otherwise noted, all slabs on grade to be 2500 p.,J.. Concrete to be 2 - Ed COMMON PERIMETER EDGE ZONE ed COMMON @ 6" O.C ad COMMON @ fi" O.C. SEE NOTES: L3 C-' poured on 4 inch thick sand or gravel FlII with HIS wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY TO JOIST END NAIL to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam. the rafters shall either be notched and BLOCKING TO [EACH TOE INTERIOR ZONE Bit COMMON pn w O. ad COMMON @ 12" O.C. SEE NOTES: I (BOTH FIELDS) 6" maximum lifts (layers). anchored on tap of the beam or slope carnation shall be attached to each rafterto- idge SILL OR TOP PLATE 3 I6d COMMO HLOCK NAIL NOTE: 2 FOR PANEL FIELD (JdI 6) Crawls aces to be rovided with a minimum 19"x24" access o ening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 REACH FACE 8x16 rase Ipron foundation vent for p attached with the above requlrements. TO BEAM I6d COMMO FOIST NAIL every 150 sq. k, of area. GABLE ENDWALL RAKE AND RAKE TRUSS ad COMMON @ 4" O.C Rd COMMON @ 4" O.C. SEE NOTES: 1.3 r~l NOTES F-+ Z, DempproaF exterior of foundation with bituminous cwting as per rection 0.406 of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-0CCOMMON PER TOE TO BEAM JOIST NAIL N.Y.S. Resdential Combination Code. A 6-mil polyethylene Rim shall be applied over 1). Unless otherwise noted, all framing material to be NI ACQ pressure heated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z the below Steel portion of exteriar walls ,lot to baseldl ing All fasteners, hangers and anchors to be galvlnlzed or stainless steel. TO JOIST 3 - IfidCOMMO JOIST NAIL I). For roof sheathing within 4 feet of the perimeter ad, of the most, including 4 feet an each sltle of the roof peak. 0 B). Drainage as per section R405 of N.Y.S. Residential Construction Cade. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO. 2 . I6d (OMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ..9CJR U Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE. 1 FRAMING NOTES cola concrete wmnammimum vz"aiax]"tobg amnof bmtwi wa,ners ana nntf. H THIN 2). Tabulated 12 Inch o., nag spadng assumes sheathing attached to rafter / truss framing members with G>0.49. C~ p. All framing techniques and methods as prescriptive design of2DC6 SBC High Wind 3). Pam supporting girders shall be anchored to a 12"x12'x32" thick whoma Fa°hng, JOINT DESCRIPTION NAIL NAIL For framing members with <0,421G<0.49, the nail spacing shall be reduced to 6 inches ex. F Edition Wood Framing Constucion Manual. Use a minimum IR" dia x All long anchor bolt with washers and nuts. Footings Shell be 3 R. QTY SPACING 50 3) Tabulated 4 inch u.c nail spacing assumes sheathingto rafter/ truss framing members with G>0.49. For O 2) Unless otherwise noted, all framing and structural wood material to be N2 + BTR. below grade Porches with covered roofs shall have IT the. wncrete piers for the girders. STRUCTURAL PANEL Ed AS PER TABLE 3.9 framing members with 0 42<G<0.49, the nail spacing shall be reduced to 3 Inches a c. WFCM - SEC Douglas Hr. 4). Deck imrtimhave l>toakmg at RO o.`" CEILING SHEATHING: WALL SHEATHING REQUIREMENTS FOR WIND LOADS: n~ 3) Floors, walls, ceilings and rafters to be spaced at 16 inches cre. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD othewise. Ledger to be fastened to building with 1/2" din. bolts with washers and nuts JOINT DESCRIPTION QTy SPACING Where needed GYPSUM 7" O.C.EDGE 4). Unless othewise noted, all bearing well headers to be (2) 200 82 + BTR. Doug. Fm 5d COOLERS EDGE ZONE Rd COMMON @ fi" O.C ad COMMON @ 12' O.C. SEE NOTES: 1. 3 (BOTH FIELDS) NOTE. 2 FOR PANEL FIELD Bearing wall headers to have (2) jerk studs and (2) fell length studs on each side of all WALLBOARD 10" O C FIELD INTERIOR ZONE Bd COMMON @ 6" O.C Ed COMMON @ 12" O.C. SEE NOTE. 3 openings LVL headers to have (3) lack studs and (2) full length studs on each ade of fi). Concrete piers shall be a minimum 6" above grade. openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored WALL SHEATHING: NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and B'9 Provde fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5). All Flush beams/headers to be installed with heavy duty galvmized hangers antl IF Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gat COMMON AS PER TABLE 31.9 PANELS WFCM-5BC 1). For all sheathing within 4 feet of the comers, the 4 foot edge zone attachment re,monarnm shall be used. anchors where applicable to all connecting joists. PLUMBING NOTES pb"059 5d COMMON 3"O.C EDGE 6). Double up floor joists under walls that run parallel to the floor font and under bathtub . 11. All water supply, drainage and venting to be Installed as per N.Y S. Resdential PLYWOOD 6" O.C. FIELD) Floors to have ceramic the imtalled shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" D.C. EDGE 2) Tabulated 12 inch o c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.426,. the nail spacings shall be reduced to 6 mches o c art 'lim WALLBOARD 10"O.C. FIELD 7).Provide2-1-3/4"thick microlams(height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' other access openings unless otherwise noted (typical). 3). Ifwall studs. plates or1'oids are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 3). For exterior panel siding,;alvlnized box nails shall be permuted to be substituted for common nags. O Z NOTE: p B), Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bushing and plates prated and secure the he and the QTY, SPACING with where applkable unless otherwise noted. state code and manufacture's recommendation ation for maximum hole le she and spacing ng permitted. STRUCTURAL PANE15 6" O.C EDGE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ^ < O EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. _N Of X HVAC SYSTEM NOTES 1"OR LESS Ed COMMO 12"OC FIELD, 9J. Provide blocking/bridging in floor joists at B'0 o c Use solid blocking in Floor joists under ail bearing walls. 1). Mechanical subcontractor is responsible for adhismng to all applicable codes and safety NOTES: Q 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS e ~ Z 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ¢ 3). INSTALL I -Ca2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR0 (A 10). Provide insulation battles at eater, vents between rafters. In9a11 draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8 - FIREBLOCKING REQUIRED rTy LU Fireblocking shall be provided to cat off all concealed draft openings (both vertical and horizontal) 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4ply Fir equipment supplier. COX Manor sheathing grade plywood. Plywood to cover over plates and headers I). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. Freblocking shall be provided in wood-frame construction in the following locations. '3). HVAC subcontractor to provide final system layout drawling and submit it to the General nailed 6" on-center at the panel edge If wall sheathing 12) Unlass otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood sub0oor is na en a on-center a me ene rage to or n n neu , for 1). In concealed spaces of stud wells and partitions, including furred spaces, at the telling and floor adhered with PL400 adhesive and crewed to floor)olds. Finished floor to be installed ELECTRICAL NOTES: medr~embers shallpanaGS bee do doubug1led, or over wbfioor as per manufacture's instructions. mr alternate c structural levels. Concealed horizontal furred spaces shell also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code such as shear plates, shall be oe used] to maintain load paih., feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in wails constructed qgr" eY" using parallel rows of sods or staggered ttuds. y,, lfl 131 All bathroom walls to have I/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing 6 continuous aver connected ceilings and over furnace to have 5/13" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter to have regular 1/2" sheetrock. All walls to be taped and Finished, members,the tabulated number of nails shall be permitted 2). At all Interconnections belween concealed vertical and horizontal spaces such as orcur at soffts, 's DRAWN: MIA/ MS drop ceilings and cove caitings. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 m be reduced tol -16d mil per Foot. 14). All roof with a pltch less than 4-12 shall be Installed with an Ice 6 Water barrier or of N.Y.S. Residential Construction Code. I b SCALE. 1/4"=1'-0'• approved equal. Flat roofs shall he applied with a Mangles base sheet with an EPOM It 3f. In concealed spaces between stair stringers at Me top and bottom of the run Enclosed spaces JOB k: under stairs shell comply with Section R3148. N Y.S Residential Code. May 13, 2010 rorch down type material over. 0. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free Passage of S. SHEET NUMBER. be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. Flame and products of combustion. 5). For the f'ireblocking of chimneys and fireplaces, refer to Section 0.1001.16. N Y.S Residential Code. Jt A _ C