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HomeMy WebLinkAbout33793-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall · Southold, N.Y. CERTIFICATE OF OCCUP~/gCY No: Z-33775 Date: 06/15/09 T~IS c~TIFIES that the building ACCESSORY Location of Property: 13007 OREGON RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 2 Lot 11.14 S~bdivision Filed~4ap No. Lot NO. conforms substantially to the Application for Buildin9 Permit heretofore filed in this office dated APRIL 4, 2008 pursuant to which Building Permit No. 33793-Z dated APRIL 4, 2008 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 NONHABITABLE ACCESSORY TWO CAR GARAGE WITH STORAGE. Ge certificate is issued to MICN3%EL JI/DGE & ELLEN COSTELLO (OWNER) of the aforesaid building. St~FFOLK CO~ DEP~q~T OF ~AL~{ APPRO%5%L R10-05-0216 04/29/09 ELRL-i~IC~%L ~TIFIC2%~ NO. 3021267 05/07/09 ~ERS C~RTIFIC3%TION DA-r~u 05/07/09 M3~TTITUCK PLYING & HEAT /~t hori~ Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF-OCCUPAN( This application must be filled in by typewriter or ink and submitted to the Building Depan For new building or 'new use: 1. Final survey of property with accurate location of all buildings, prOPerty lines, streets, and unusual natural or topographic fcetures. 2. Final Approval from Health Dept. Of water supply and s~erage-disposal (S-9 form). 3. Approval of electrical installation from Board of Firo Underwriters. 4. Sworn statement from plumber ce~ifyiag that the solder used ia system contains le~s than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance froia arohitect or engineer responsible for the building. 6. Submit Plannlng Board Approval of completed site plan requirements~ For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showiag all property liaes, streeta, building andunusual natural or topographic features. 2. A properly completed application and consent to in~0ect signed by the applicant. If a Certificate of Oeeupaney is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate ofOocupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. CertificateofOocupancyonPre-e~istiagBuilding- $I00.00 3. Copy of Certificate ofOocupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commemial $15.00 New Construction: ~/ Old or Pre-existing Building: (cheek one) LocationofProperty: I~)r~ ~ ~'eCl, O('~ ~ House No. k3 Street HamletO Owner or Owners of Property: .0~.Cr-__.~f,,0..xo~\ ?k~Q.k9 [ {'~"7{_ ~e~ C(~_~I O- ' Suffollc County Tax Map No 1000, Seefion ':~ ~- [Block O~. Lot Subdivision Filed Map. Lot: PermitNo. '~'~qq~ Dateof~ermit. /--~{U[O~ Applicant: Health Dept. Approval: v~ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ~ (check one) Fee Submitted: $ ('~ ~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STRE,-i ~ NEW YORK, NY 100313 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. PO BOX 38 GREENPORT, NY 11944-0038, MICHAEL JUDGE 13007 OREGON RD, CUTCHOGUE, NY 11935 Located at 13007 OREGON RD. CUTCHOGUE, NY 11935 Application NUmber: 3021267 Certificate Number: 3021267 Section: 83 Block: 02 Lot: 11.10 Building Permit:0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Detached Garage, Outside, A Visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the?th Day of May, 2009, Name OTY Rate Rating Circuits ~ Alarm and emergency equipment Sensor 4 0 Appliances and Accessories Air Conditioner 5 0 Compactor 1 0 Dish Washer 1 0 Exhaust Fan 6 0 Fumace I 0 Pump Motor I 0 Water Heater I 0 Miscellaneous 1-50a steam unit Panels 0 Carbon Monoxide Above 1500 1 1.2 1 4.5 1 100 13 1 100 27 H.P Oil H.P KW SerYice Service Disconnect: 2 150 cb ServicelPhase3w Service sea/ Rating300Amperes Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of. upon premises owned by JIM SAGE ELEC, INC, PO BOX 38 GREENPORT, NY 11944-0038, MICHAEL JUDGE 13007 OREGON RD. CUTCHOGUE, NY 11935 Located at 13007 OREGON RD. CUTCHOGUE, NY 11935 Application Number: 3021267 Section: 83 Block: 02 Lot: 11.10 Certificate Number: 3021267 Building Permit:0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: B~emcnt, First Floor, Second Floor, Third Floor, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on theTM Day of May, 2009. Name QTY Rate Wiring And Devices Dimmer 55 0 Disconnect 1 0 - Fixture 13 0 Fixture 126 0 Fixture 129 0 Lighting Track 80 0 Outlet 217 0 Outlet 268 0 Paddle Fan 1 0 Receptacle 19 0 Receptacle 135 0 Switch 74 0 Ratina 120 V 3%100 amp Circuits Fluorescent Low Voltage Incandescent Gen, Purpose Fixture GFCI Gen, Purpose Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is va'lidated only by the presence of a raised seal at the location indicated. 53095 Main Road BUILDING'DEPARTMENT TOWN OF' $OUTHOLD Fax (631) 765950? Telephone (631) 765 CERTIFICATION Date: "J(Please,print) Plumber: (Please prh]t) ~ lead I cemifythat the solder used in the water supply system contains less than 2/10 of 1% S',vom to before me this 7/( da',., or' ,,~-¢'_ , 20~f: Nolary Publg~. /~,.z ,~ (Pl~'~'~bers Signature) County DENISE KING Notary Public, State of New York Registration #01KI6041757 Qualified in Suffotk County My Commission Expires May 15, 2 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) PEP~4IT NO. 33793 Z Date APRIL 4, 2008 Permission is hereby granted to: MICHAEL JUDGE & ELLEN COSTELLO 189 E LAKE SHORE DR 4W CHICAGO,IL 60611 for : CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR. THIS PERMIT REPLACES BP 31945. at pr~m~ses located at 13007 OREGON RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 011.014 pursuant to application dated APRIL 4, 2008 and approved by the ORIGINAL Rev. 5/8/02 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. Date APRIL 28, 2006 Permission is hereby granted to: LUBA REGINA CORS0 PO BOX 1044 CUTCHOGUE,NY 11935 for : CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR. at premises located at County T~x Map No. 473889 Section 083 pursuant to application dated APRIL Building Inspector to expire on OCTOBER Fee $ 231.90 13007 OREGON RD CUTCHOGUE Block 0002 Lot No. 011.010 25, 2006 and approved by the 28, 2007. / z~ignature ORIGINAL Rev. 5/8/02 PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 · FAX:631.614.3516 · e-mail:joseph@fischetti.com Date: Reference: March 20, 2009 Costello/Judge BP33793 Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, I have inspected the fire caulking during my roughing inspection of the Garage. I certify the areas inspected, to the best of n)wl~owledge, were completed in accordance with New York State Code. Joseph Fischetti, PE MAR 2 6 2O09 BLDG. DEPT. TOWN OF $OUTHOLD PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 · FAX:631.614.3516 · e-mail:joseph@flschetti.com Date: Reference: March 5, 200'7 Costello-Judge Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, I have inspected the strapping for the detached garage for the above referenced project and have found them to be to the best of my knowledge in compliance with the plans and specifications provided and with New York State Building Codes.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS~ DATE 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 RESISTAI~I' PE~EIl~ATION REMARKS: ~'~'f~ (~'~) INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION, [ ] FRAMING / STRAPPING ~x~ FINAL /~, ~LI) n~Sl'~CTION1~EI'oRT I DATe FOD]N~ATION (2~1)) ROUGH ~G & pL~G ~SULATION PER N. Y. STATE E~RGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork.net/Southold/ Examined t~[~ ~,, 20 (~ Approved t~/~..? , 20 ~ Disapproved a/c Expiration t~ iq- /O~ ,20 "7- PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health .~ 4 sets of Building Plans f Planning Bo~.approval Survey. ,o/ Check Septic Form N.Y.S.D.E.C. ;~,'r~' Trustees ~" Contact: APPLICATION FOR BUILDING PERMIT Date ,A~II- ~ ,200~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot 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 alter the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( Signature of apl~lic~'~ ~e, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises t~%~J4~-~l.. '~"o'IDf~t~' (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. Location of land on which proposed work will be done: House Number Street - Hamief -, County Tax Map No. 1000 Section Subdivision (Name) Block O;;1. Lot Filed Map No. Lot · 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ~/ Addition Repair Removal Demolition Other Work 4. Estimated Cost- 5. If dwelling, number of dwelling traits If garage, number of cars Fee ' Alteration (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 Rear 8. Dimensions of entire new construction: Front ~li~'- O" Rear gl~t.~- O" Depth Height ;71,1'- 5~ *- Number of Stodes 9. Sizeoflot: Front '3~Y'-O" Rear /! 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES ~ NO Will excess fill be removed from premises? YES NO ~ 14. Names of Owner of premises o4,a~^l.. ~o'~0~- Address~~! Phone No.(~31~"/17 - 07/~0 Name of Architect '~u~- ~,, ~loP-~ Address -~ra~t~r~'~Phone No~ Name of Contractor tvl~ l~ot.~.,,q,~,~J Address ~,u~ ,.,¢~Phone No.~ 5 a. Is this property within I00 feet of a tidal wetland or a freshwater wetland? *YES._,X_ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. -- b. Is this property within 300 feet of a tidal wetland? * YES ~ NO : IF YES, D.E.C. PERMITS MAY BE REQUIRED. Provide survey, to scale, with accurate foundation plan and distances to property lines. · elevation at any point on property is at 10 feet or below, must provide topographical data on survey. OF NEW YORK) SS: · OF ) et'r' A. I='L~-t-.~ ;.,/(~ being duly sworn, deposes and says that (s)he is the applicant 9f individual signing contract) above named, Agent, 9wners, and is duly authorized to perform or have performed the said work and to make and file this application; contained in this application are true to the best of his knowledge and belief; and that the work will be anner set forth in the application filed therewith. Signature of Appli~ll___~> James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen John Holzap£el Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Februaw 1,2006 Mr. Thomas C. Wolpert Young & Young 400 Ostrander Ave. Riverhead, NY 11901 RE: MICHAEL JUDGE OREGON RD., CUTCHOGUE SCyM#83-2-11.10 Dear Mr. Young: The Southold Town Board of Trustees reviewed the survey prepared by Howard W. Young last dated January 23, 2006 and determined the proposed construction of a single-family dwelling, garage, and swimming pool and pool house to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 97 and/or Chapter 37 of the Town Code. It is your responsibility to ensure that ail necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. if you have any further questions, please do not hesitate to call. Sincerely, James F. King, President Board of Trustees JFK:lms New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us Erin M, Crotty Commissioner Letter of Non-Jurisdiction - Tidal Wetlands Act April 7 2005 Michael Judge 247 East 71s~ St New York NY 10021 Judge Property, ROW off Oregon Road, Cutchogue SCTM: 1000-083-02-p/o 11.10 DEC No. 1-4738-03564/00001 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the top (crest) of the bluff, as shown on the survey prepared by Howard W. Young, dated April 21 2005 and last revised January 13 2006, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661 ), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within tidal wetlands jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area between the tidal wetland jurisdictional boundary and your project (i.e., a 15 to 20 feet wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Deputy Permit Administrator ksw CC: Bureau of Marine Habitat Protection Young & Young 'I'~ST HOlE SEE INSET Yo~t'~g & Young HEALTH ~DEF~At~-,TMENT USE NOTE A~..EA -- B,4~I~ 5U~.vE'r'o~'5 C, Ef~.TIFIC, ATION 5LJf~VF:'r' FOR MI ,HAEL .JUID E At Gu[choc~ue, To~n o? 5ou[hold 5u{'f'olk Goun~.kl, N~m York BUILD)IN¢ PE~h41T 5URX/E¥ ] IN~T Young & Young ~U~VE¥O~"~ C.E~,TIFIGATION GENERAL NOTES TO CONTRACTOR ] . ALL WORK 5MALL BE IN ACCORDANCE WiTH APPLICABLE pEDEla. AL, STATE AND LOCAL BUILDING CODES, AMENDMENTS, RULES. REGULATIONS, ORDINANCES, LAWS, ORDERS, AND APPROVAL5 THAT ARE REQUIRED BY PUBLIC AUTHORITIES hIAVING JURISDICTION OVER THE WORK. IN THE EVENT OP CONELICT, THE MOST STRINGENT REQUIREMENTS 5HALL APPLY. 2. BEEORE COMMENCING WORK, THE CONTRACTOR SHALL VISIT THE 51TH, ACCOMPANIED SY THE OWNER AND ARCHITECT, AND SHALL NOTE TME EXISTING CONDITIONS AEPECTING THE WORK, THE CONTRACTOR SHALL EXAMINE ADJOINING WORK POR ASSURANCE THAT NO CONDITIONS ~XIST TO PREVENT THE COMPLETION OE EIRST CLASS WORK. IP CONTRACTOR OBSERVES EiELD CONDITIONS THAT ARE AT VARIANCE WITH THE WORK SHOWN IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIEIED IMMEDIATELY IN WRITING THAT ACTION MAY BE TAREN TO ACCOMMODATE THE CONDITION PRIOR TO BEGINNING CONSTRUCTION, 3. IP UNUSUAL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, SUCH AS CONFLICTS BETWEEN NEW CONSTRUCTION AND EXISTING UTILITIES. ANY OF WHICH HAVE TO BE REROUTED OR MODIPIED, OR ANY OTHER SUBSTANTIAL COMPLICATION WHICH COULD NOT SE PORESEEN AT THE OUTSET OP CONSTRUCTION, THE OWNER, ARCHITECT. CONTRACTOR AND AEPECTED SUBCONTRACTORS SHALL MEET TO D~FERMINE A HAIR AND EQUITABLE SOLUTION AS EACH ISSUE OCCURS. CONTRACTOR SHALL NOTIFY ARCHITECT OP ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS BEPOKE COMMENCEMENT OE WORK. CONTRACTOR ASSUME5 RESPONSIBILITY FOR ANY SUCH WORK UNDERTAKEN WITHOUT NOTIFYING AND RECEIVING APPROVAL PROM THE ARCHITECT 4. ASSESTOS ASATEMENT, LEAD PAINT REMOVAL, AND OTHER HAZARDOUS MATERIAL REMOVAL IS NOT IN THE CONTRACT. SHOULD THE CONTRACTOR ENCOUNTER THE PRESENCE. OR, POSSIBLE PRESENCE, OP POTENTIALLY HAZARDOUS MATERIAl5, THE CONTRACTOR 5HALL NOTIFY THE OWNER INSTRUCTION5 PKIOKTO CONTINUING WORK. 5. WORK 5HALL PERPOKMED IN A 5APE AND ORDERLY MANNER WITH DUE CONSIDERATION EOR THE 5APETY AND PROTECTION OP ALL PEF-,~ONNEL, EXISTING SURFACES, MATERIALS AND EQUIPMENT. DUBT PROTECTIVE DEVICES SHALL BE INSTALLED AND MAINTAINED AS NECESSARY AND AS REQUIRED BY THE OWNER OR AUTHORITIES, G. DEBRIS SHALL BE CONTAINERIZED AND REMOVED PROM THE SPACE AND BUILDING ON A REGULAR BASIS, IN ACCORDANCE WiTH AN AGREEMENT MADE BETWEEN THE OWNER AND THE CONTRACTOR 7. BAPETY MEASURES: AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE ?OR THE CONDITIONS DE THE JOB SITE INCLUDING THE SARETY OE PERSONS AND PROPERTY, AND POR ALL NECESSARY INDEPENDENT REVIEW~ OP THESE CONDITIONS. THE ARCHITECT'S, ENGINEERS OR OWNER5 JOB SITE REVIEW IS NOT INTENDED TO REVIEW THE ADEQUACY DP THE CONTRACTORS SAEETY MEASURES, B. BUILDING SHALL BE MAINTAINED IN WEATHERPROOP ~ SECURE CONDITION THROUGHOUT WORK. O. VERWY THAT NO CONELICTS EXIST IN LOCATIONS OP ANY AND ALL MECHANICAL, PHONE, ELECTRICAL, LIGHTING AND PLUMBING AND THAT ALL REQUIRED CLEARANCES POR INSTALLATION AND MAINTENANCE Off EQUIPMENT AP.E PROVIDED. I O, DIMENSIONS SHALL BE PROM PACE Off EINISH, UNLESS NOTED OTHERWISE. I I, DO NOT SCALE DRAWINGS. IP A DIMENSION IS IN QUESTION, CONTACT THE ARCHITECT NOR CLARIPICATION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE, LARGE SCALZ DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, CONTRACTOR SHALL VERID( EXISTING DIMENSIONS AS NECESSARY AND BE RESPONSIBLE POR COORDINATION WITH NEW WORK. NO WORK SHALL BEGIN UNTIL SUCH COORDINATION HAS BEEN PERPORMED. I 2, GENERAL CONTRACTOR SHALL BE RESPONSIBLE NOR COORDINATING AND INPORMING TRADES OE THEIR SEQUENCE OP WORK OPERATIONS, AND MAKING CERTAIN THAT THeY HAVE COORDINATED THEIR WORK WITH ONE ANOTHER, GENERAL CONTRACTOR SHALL SEOUENCE WORK IN THE MOST ECONOMICAL AND EEEICIENT MANNER TO BENEPIT THE OWNER, OUT OP SEOUENCE WORK WHICH IS REQUtRED TO ME~T THE INTENT OP THE CONSTRUCTION DOCUMENTS, OR DIRECTED SY THE GENERAL CONTRACTOR SHALL NOT CAUSE THE OWNER ANY ADDITIONAL EXPENSE. I 3. ERECT AND INSTALL ALL WORK LEVEL, PLUMB~ SQUARE, TRUE, STRAIGHT AND IN PROPER ALIGNMENT. I 4 PATCH AND REPAIR PINISHES DISTURBED OR DAMAGED DY REMOVAL OR NEW WORK OPERATIONS, OK AS REQUIRED TO ACCOMMODATE NEW EINIDHES. WHERE REMOVAL OE WORK ~POSES HOLES, GRAC~, ANCHORAGE OR OTHER IMREKPECTIONS, TI-I~Y SHALL BE SUITABLY REPAIRED BY THE GENERAL CONTRACTOKTO MATCH THE EX[STING ADJACENT SURPACES, OPENINGS IN CEIUNGB, PLOOP~, AND WALL~ AS A RESULT OP REMOVAL OP THE EXISTING MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE INPILU=D, PATCH AS REQUIRED TO MATCH ADJACENT PINISI-IES OP EXISTING CONSTRUCTION. PATCHING MATERIALS SHALL COMPLY WITH HIRE RATED CONSTRUCTION REQUIREMENTS WHERE APPLICABLE I 5. WHEN PROJECT IS COMPLETE, CLEAN AND POLISH GLASS, HARDWARE, AND OTHER SUCH ITEMS WITH PACTORY EINISNES. REMOVE ALL DUST WITH TREATED DUST CLOTH5 OR VACUUM CLEANERS. WASTE AND REPUSE CAUSED BYTHE WORK SHALL BE REMOVED PROM PREMISES AND DISPOSED OP BY CONTRACTOR. CLEAN SITE AT END OE PROJECT. REMOVE DUST, DEBRIS, OIL~, DTAIN~, PINGERPRINTS, AND LABELS PROM EXPOSED SURPACES, INCLUDING GLAZING, KEY TO SYMBOLS NEW CAST IN PLACE CONCKETE SIMPSON SHEAR WALLS (See S ~mcOiral) BATT INSULA2ION RIGID INSULATION EXTERIOR ELEVATION LOCATOR SECTION LOCATOR INTERIOR ELEVATION LOCATOR WINDOW # REFERENCE SCHEDULE EXTERIOR DOOR # REFERENCE $CHED INTERIOR DOOR #KEFERENCE 8CHED. DRAWING INDEX Al.5 Garage Plans A2.5 Garage Framing A2.6 Framing Connections A2.7 Wind Loads A2.8 Framing Connections A3.4 Garage Elevations A4.2 Garage Sections LONG ISLAND SOUND The Residence of Ellen Costello & Michael Judge GARAGE Cutchogue, New York Town of Southold LOCUS MAP - not to scale Cutchogue North Fork Peconic Bay Shelter IMand South Fork SITE MAP - 1"=100' FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617.547. 8002 The Residence of Ellen Costello & Michael Judge Cutchogue, NY Town of Southald Date: Rewsion: 10/21/05 Oroner Review 04/07/06 Pennff 08/09/06 Owner Reviaw 01/08/07 Pricing 04~8/08 Penalt Updaie Scale: 1/4" = 1'~0" Title, Tjfle Sheet Sheet: AO,O ~TYP EXT. WALL ~p FOUNDATION ~ TYP TILE WALL WALL 8"CONCRETEW, -- ~ ,/2"GYPBD 1,2"GYPBD TYPES (5) ~4 CONT. 2X WD FRAMING 2X6 WD FRAMING 1,2" CEMENT BACK£R BAST INSUL (R-19) FINISH TIL~STON£ hhl 1'2" APA PLYWD L 30#FELTPAPER EXT. FINISH MATL 8,, FDN WALL 1/2" GYP BD -- SIMPSON SHEAR WALL T~ ~ 1-1/2" FURRING 2X4 WD FRAMING 2" WD FURRING I~ 1/2" GyP BD ~ ARCHITECTURE 534 Cambridge Street Cambridge, MA 02143. 617' 547. 8002 7:12 7:12 7:12 3.5: 12 7:12 d ~ODT DN STORAGE POST DN KIDGE EA SiDE ENTRY oz OPEN STORAGE AREA DINGLE ENTP-.Y DOOR GENTEP~D LN CUSTOM GARAGE I -- 22 TRASH 03/'!4/08 Stone Pricing Tile Residence of Ellen Costello & Michael Judge Cutd~ogue, New York Town of Southold (~) GARAGE P-.OOF PLAN I/4I'= I '-0" (~ SECOND FLOOR GARAGE 1/4''= i'-O" PLAN FIRST FLOOR GARAGE PLAN I/4"= iLO'' Sheet: A1.5 I I-~z" MICR.OLAM HEADEP-.- POST DN EA SIDE AP-.CHED WI N DOW 11 (3) I I-~z'' MIOP-,OLAM HEADER AT WINDOW- ?O~T DN ]~IDGE EA SIDE (~). P-.OOF FP-,AMING PLAN - GAP, AGE I/4"-- ILO" 2X I 0 RIDGE ~ ~ ~OARD ~ Z (Tm) LINTEL SCHEDULE L1 (2) 2x10 L2 L3 L4 L5 L6 (2) 9-1/2" microlam (3) 9-1/2"microlam (1) 9-1/2"microlam (2) 11-7/8" microlam (1) 11-7/8" microlam ...... zr I MECH. 5[M?50N 5HEAR WALL 24X~XG- 'FDN 20" FP. OM T.O. CURB ~YPICAL @ ALL 5HEAR WALL5 GARAGE ©PFN 5TORAGE AREA 5HEAR WALL I GX6XG- CONTR, SHALL PROVIDE CRIPPL~ ?RAMING AS REQUIRED TO ACHIEVE ADEQUATE GARAGE DOOR CLEARANCE A5 SHOWN ON WALL 5ECTION5 (TOP OF PLATE) OWPICAL) 5HEAR WALL I GXCXG / GARAGE 5LA5 = ' TRASH POST DOWN FROM RIDGE LINTEL WALL I GXSXG OECOND FLOOR FRAMING PLAN - GARAGE /4"= I '-0" FOLEY' FIORE ARCFU'I'ECTURE 534 Cambridge Stzeet Cambridge, MA 02141 617.547. 8002 04/28/08 Permit Update The Residence of Ellen Costello & Michael lodge Cutchogae, New York Town of Sou~old 04/20/07 R~v. Consmtc. Scale: 1/4" = 1'-0" Title, Garage Framing Plans Sheet: A2.5 DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS F LEDGER RAFTER HEADER TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION POST R[M/DECKJOIST POST TO DECK/PORCH CONNECTION GIRDER/HEADER POST/COLUMN yr GIRDER/HEADER POSTICOLUMN GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION POST CONCRETE PIER GIRDER TO CONCRETE PIER CONNECTION 12"x12"xl 2" CONCRETE FOOTING POST TO FOOTING CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION STAIRTREAD -- i R~M BOARD STRINGER STRINGER TO DECK/PORCH CONNECTION GIRDER/HEADER WIND RESISTANT CONSTRUCTION CONNECTORS WOOD JOIST I PART NUMBER NOTES WOOD JOIST PAUZN OR WEzN PAU66 OR WE66 POST/COLUMN TO GIRDER/HEADER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER P~,FTER/JOIST TO HEAOER TYDOWN RTl 5 USE FOR EACH RAFTER USE ON EACH RAFTER. MPA1 USE ONLY RAFTER TO LEDGER BOARD TMU26 OR MPAI LWHERE ~vlU 2§ CAN NOT 9E USED USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURES RECOMENDED INSTALLATION tNSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. JOIST TO GIRDER/HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER NAILING SCHEDULE ROOF FRAMING: IJOINTOESOR~PTIONI 0~ IsP*CiNO .o~s I RAFTER TO 8~,WALL: 3~d COMMON EkCH TOE-NA L ~EILINGJOIST 8'WALL 3-8dCOMMON EACH ITOE-NALI I TOTOPPLATE II0'WALL 4-SdCOMMON I JOIST , CEILING JOIST TO AS pER T~LE 3 7 ~CH FADE ICE LNG JOIST ~p~ AS PER TABLE 3 7 I EACH FACE , OVER PARTITION WFCM - SEC I E~H N~L m TO~R WFCM-S'C END NAIL m TO'mR 2-16u~uMMO" m ~N~ m NAIL WALL FRAMING: ,OmNTD~C.mPT,O~ ~ m ~o~ m, ~OPP~TET~ I~ 16~J~MON7 PER F~OENAIL m m STUO' o c. INAIL U~DERTO 16, COV~O.l~"O.C. ~CE HEADER mALON~"GESm ~'L TOP OR BOSOM m2 - 1Ga COMMON ] PER 2x4 S~ END~ DECK JOIST FRAMING: BANDJO[STTO. m~-ledooMM°N ~¢T mT°ENAIL ROOF SHEATHING: DECK AND COVERED PORCH NOTES: CLIMATIC & GEOG~PHIC DESIGN CRITERIA m snow I~E~. m ~ism~ WE~E.mN~ UNf TE.MIT. ~EC~Y ~ESm~ UN~NT I I LOAD I (MPH) I CATEGORY I BEPTH I TEMP. Q ~ MQDE~TE I SUeHTTO I DECK DETAIL5 NO 5CALL FOLEY' FIORE ARCHI 1 ECTURE 534 Cambridge Street Cambridge, MA 02141 617 -547' 8002 04/28/08 Pennlt Update TheResidenceof Ellen Costello & Michael Judge Cutchogue, New York Town of Southold Date: Re.sion: 03/28/06 Strut Revisions 04/07/06 Permit 07/03/06 pfidng/Revlew 08/22~6 Constr~cilon 1/4": Y-0" Title: Fr,~mg Conneedons is A2.6 ro~, lc" o.c ~T~*S PRESCRIPTIVE DESIGN REQUIREMENTS EOR R~D~E 5TRA??ING STANDARD CONNECTION WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT ' CAPACI~(pIf) ~G" O.C. UNLE55 OTHERWISE NOTED. l a4' 1017 'q ~ 12 20' WALL-TO-WALL r)~ ~1 6 24' 702 CONNE~ION I MIN b~ ~AI~ CONNECTION5 ~ 2' 4¢~ 254 POK ~PE I AND ~E II 5HEAR WAL~ GI~ ~ Il 8' lOl¢ WALL , HOLDDOWN ~PfCAL WIND LOAD PA%H 14' 32b~ 1776 3600 ~ II II I G' 2032 I~ 2032 I ~PICAL 5HEAR WALL ASSEMBLY HOLDDOWN ANCHORD GENERAL WIND PROTECTION CONNECTION NOTES USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTOR5 TO MEET THE MINIMUM UPLIFT REQUIREMENTS. CONNECTIONS SHALL DE INSTALLED ACCORDING TO MANUFACTURE5 RECOMMENDATION TO ACH[EVE MAXIMUM UPLIFT CAFACITY. LOAD CAPACffY 4000165, MINIMUM PA~TNEP-.5 (14110NCOMMON (2~3 IOdCOMM~NAI~ STUD P~TE tie ~ WI N D TADLE5 I NO SCALE FOLEY' FIORE ARCHrl EC I'U74E 534 Cambridge Street Cambridge, MA 02141 617 547. 8002 04/28/08 Permit Update The Reeidence of Ellen Costello & Michael Judge Cutehogue, New York Town of Southold 1/4" = iL0" Title' Wmd Loads sh.~ A2.7 , ~"I'LTF' I, Ill',ll Z:LIA, h 3 ,t' v/Il E' r,,~,F, F',LIII ~,, IIE~ !1:'11 DEI,Z,d' RAFTER RIDGE TYPICAL RIDGE TO RAFTER STRAPPING NOTCHED RAFTER RIDGE TYPICAL RIDGE BEAM TO RAFTER STRAPPING WIND RESISTANT CONSTRUCTION CONNECTORS PART NUMBER: NOTES: CONNECTIONRiDGE.TO.RAFTERsLOCATION: LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER RAFTER-TO-PLATE PLATE-TO-WALL STUD 2ND. FLOOR WALL-TOd ST. FLOOR WALL HEADER-TO-JACK STUD CRIPPLE STUD-TO-HEADER SHEAR WALL HOLDDOWN ANCHOR 1ST. FLOOR-UNDER-SILL PLATE RT15 SPTH4 KLFTA OR MSTA36 LSTA12 RT3 OR RT7 ADS5 MSTA36 OR RSI6-R (USE WITH SPTH4 CONNECTOR) APPLY TO EACH WALL STUD APPLY TO EACH WALL STUD APPLY TO EACH JACK STUD APPLY TO EACH CRIPPLE STUD APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 023.41 617 '547' 8002 RAFTER TOP PLATE WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER WALL STUD BO%FOM PLATE BATHTUB DOUBLE JOIST J DOUBLE JOIST FOR UNDER A BATHTUB RAFTER ' ' TOP PLATE r L WALL STUD PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION CONNECTCORNERSTUD TO TRANSFER SHEAR FASTEN WlTH(2) 16d COMMON NAILS @ 6"O.C. SIDEWALL ( ' ' , ] ENDWALL ANCHOR BOLT CONNECTION FOUNDATION ANCHOR BOLT CONNECTION SUPPORTING SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOOUNDA~ 1 STOR~ ~lLL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 2 STORIES WALL BOTTOM pLATE TO FOUNDATION 1-2 STORIES (SLAB-ON-GRADE) ]" DIA. ANCHOR BOLT MAXIMUM SPACING 72'r CC 36" CC 57" CC USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST JOIST FRAMING FLUSH WITH GIRDER/HEADER WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST DOUBLE JOIST FOR NON-BEARING WALLS 2ND FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD 1ST. FLOOR TOP PLATES IST FLOOR WALL STUD ST. FLOOR WALL STUD TYPICAL MULTI-STORY CONNECTIONS 1ST, FLOOR PLATE SUBFLOOR RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL 1ST. FLOOR TO FOUNDATION CONNECTIONS DBL. SILL PLATES (TO OVERLAP JOINTS) FOUNDATION WALL KING STUDS CRIPPLE STUD HEADER JACKSTUDS TYPICAL HEADER CONNECTION SILL GASKET & Sill PLATES TO FOUNDATION ANCHORING 04~8/05 Permit Update ~he Residence of Ellen Costello & Michael Judge Cutchogue, New York Tow~ of Southold 03/28/06 Stntc. Revi$iom 04/07/06 Penni! 07/03/06 Pricing/Review 08/2_2/06 Construction 04/20/07 Rev. Constalc. I 04/06/07 Rev. Constalc. J Scale: 1/4" = 1'-0" Title: , I CONNECTION DETAIL5 E?,,,,,, A2.8 ' NO 5CAL~ SOUTH ELEVATION I/4"= I '-0" NORTH ELEVATION 1/4"= I '-0" WEST ELEVATION I/4''= I '-0" EAST ELEVATION I/4"= I uO" FOLEY. FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617.547.8002 Permit Update The Residence of Ellen Costello & Michael Judge Cutchogae, NY Town of $outhold Date: Revimom I0/21/05 OwnerRevlew 11/01/05 Strttctaral Rev. 12~/05 Struc. Rev. lJ Title: Exterior Elevabons Garage SEee~: A3.4 FOLEY. FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617 -547.8002 GAIZa'GE TIZa'NSVEaSE-SECTION @ STAIR5 /4"= I '-0" MICR.OLAM~ F~ONT DOt~,M ER CONC 5LAD ab,] 5UBFLa:~52' 3" WALL DUCT ~ 04/28/08 Permtt TheResidenceof Ellen Costello & Michael Judge Cutchogue, NY Town of Southold Date: Rev4sion: 10~I/05 Owner Review 12/8/05 Struc. Rev. 08/I8/06 Consh'ttction 09/2-7/06 Owner Review 01/08/07 Pricing 04/06/07 Rev, Constrac. (~_ GARAGE CRO55-SECTION I/4"= ILO" Scale: 1/4" = IL0" Title: Garage Sechon GAtZa, GE CRO55-SECTION @ DOP-.MEP..5 /4"= I '-O" ~*" A4.2 GENERAL NOTES TO CONTRACTOR ALL WORK. SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODED, AMENDMENTS, RULES, REGULATIONS, ORDINANCES, LAWS, ORDERS, AND APPROVALS THAT ARE RizQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION OVER THE WORK. IN THE EVENT OP CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL VISIT THE SITE, ACCOMPANIED BY THE OWNER AND ARCHITECT, AND SHALL NOTE THE EXISTING CONDITIONS APPEGTING THE WORK. THE CONTRACTOR SHALL EXAMINE ADJOINING WORK FOP-. ASSURANCE THAT NO CONDITIONS EXIST TO PREVENT THE COMPLETION OF filRDT CLADS WORK IP CONTRACTOR OBSERVES FIELD CONDITIONS THAT ARE AT VARIANCE WITH THE WORK 5MOWN IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING SO THAT ACTION MAY BE TAKEN TO ACCOMMODATE THE CONDITION PRIOR TO BEGINNING CONSTRUCTION, 3, IF UNUSUAL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, SUCH AS CONPUCTS BETWEEN NEW CONSTRUCTION AND EXISTING UTILITIEB, ANY OE WHICH HAVE TO BE REROUTED OR MODIPIED, OR ANY OTHER SUSDTANTIAL COMPLICATION WHICH COULD NOT BE EOREDEEN ATTHE OUTSET OE CONSTRUCTION, THE OWNER, ARCHITECT, CONTRACTOR AND AEEECTED SUBCONTRACTORS SHALL MEET TO DETERMINE A FAIR AND EQUITABLE SOLUTION AD EACH ISSUE OCCURS. CONTRACTOR SHALL NOTIFY' ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS BEFORE COMMENCEMENT OF WORK, CONTRACTOR ASSUMES RZDPONSIBILITY FOR ANY SUCH WORK UNDERTAKEN WITHOUT NOTIFYING AND RECEIVING APPROVAL PROM THE ARCHITECT. 4, ASBESTOS ABATEMENT, LEAD PAINT REMOVAL, AND OTHER HAZARDOUS MATERIAL P-ZMOVAL IS NOT IN THE CONTRACT, SHOULD THE CONTRACTOR ENCOUNTER THE PRESENCE: OR POSSIBLE PRESENCE, OP POTENTIALLY HAZARDOUS MATERIALS, THE CONTRACTOR SHALL NOTIFY THE OWNER EOR INSTRUCTIONS PRIOR TO CONTINUING WORK, 5, WORK SHALL PERFORMED IN A SAFE AND ORDERLY MANNER WITH DUE CONSIDERATION FOR THE SAFETY AND PROTECTION OF ALL PERSONNEL, EXISTING DUREACED, MATERIALS AND EQUIPMENT DUST PROTECTIVE DEVICES SHALL BE INSTALLED AND MAINTAINED AS NECESSARY AND AS REQUIRI=D BY THE OWNER OR AUTHORITIES G DEBRIS SHALL BE CONTAINERIZED AND REMOVED EROM THE SPACE AND BUILDING ON A REGULAR SASIS, IN ACCORDANCE WITH AN AGREEMENT MADE BETWEEN THE OWNER AND THE CONTRACTOR 7. SAFETY MEASURED: AT ALL TIMED, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOP-. THE CONDITIONS OF THE JOB SITE. INCLUDING THE SAFETY OF PEP-.5ONB AND PROPERTY, AND FOR ALL NECESSARY INDEPENDENT REVIEWS OF THESE CONDITIONS. THE A~CHITECT'5, ENGINEER'S OR OWNERS JO5 SITE REVIdW 15 NOT INTENDED TO ~VIEW THE ADEQUA~ OP THE CONT~CTOa'5 5AF~ MEASURED, ~5. BUILDING SHALL BE MAINTAINED IN WEATHERPROOF ¢ SI:qURE CONDITION THROUGHOUT WORK D, VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, PHONE, ELECTRICAL, LIGHTING AND PLUMBING AND THAT ALL REQUIRED CLEARANCES pOIR INSTALLATION AND MAINTENANCE OF EQUIPMENT ARE PROVIDED. I O, DIMENSIONS SHALL BE FROM PACE OF EINIDH, UNLESS NOTED OTHERWISE. I I. DO NOT SCALE DRAWINGS. IF A DIMENSION 15 IN QUESTION, CONTACT THE ARCHITECT FOR CLARIFICATION WRITTEN DIMENSIONS SHALL TAK~ PRECEDENCE, LARGE SCALE DRAWING5 SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, CONTRACTOR DHALL VERIFY E×ISTING DIMENSION5 A~ NECESSARY AND DE RE~PONSFBL~ FO~ COORDINATION ~TH NEW WORK, NO WOEK 5HALL B~GIN UNTIL SUCH COORDINATION H~ BEEN P~RFORM~D. I 2, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOP-. COORDINATING AND INFORMING TRADES OE THEIR SEQUENCE OE WORK OPERATIONS, AND MAKING CERTAIN THAT THEY HAVE COORDINATED THEIR WORK WITH ONE ANOTHER, GENERAL CONTRACTOR SHALL SEQUENCE WORK IN THE MOST ECONOMICAL AND EENCIENT MANNER TO BENEFIT THE OWNER, OUT OF SEQUENCE WORK WHICH IS REQUIRED TO MEET THE INTENT OF THE CONSTRUCTION DOCUMENTS, OR DIRECTED BYTPIE GENERAL CONTRACTOR 5HALL NOT CAUSE THE OWNER ANY ADDITIONAL EXPENSE. I 3 ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE, STRAIGHT AND IN PROPER ALIGNMENT. I 4, PATCH AND REPAIR FINISHED DISTURBED OR DAMAGED BY REMOVAL OR NEW WORK OPERATIONS, OR AD REQUIRED TO ACCOMMODATE NEW FINISHED. r 5, WHEN PROJECT 15 COMPLETE, CLEAN AND POLISH GLASS. HARDWARE, AND OTHER SUCH ITEMS WITH FACTORY FINISHES. REMOVE ALL DUST WITH TREATED DUST CLOTHS OR VACUUM CLEANERS. WASTE AND REFUSE CAUSED BY THE WORK SHALL BE REMOVED FROM PREMISES AND DISPOSED OP BY CONTRACTOR, CLEAN SITE AT END OP PROJECT. REMOVE DUST, DEBRIS, STAINS. FINGERPRINTS, AND LABELS PROM EXPOSED SURFACES, INCLUDING GLAZING. KEY TO SYMBOLS NEW CAST IN PLACE CONCKETE SIMPSON SHEAR WALLS (See Structural) BATT INSULATION RIGID INSULATION EXTERIOR ELEVATION LOCATOR SECTION LOCATOR INTERIOR ELEVATION LOCATOR WINDOW # REFERENCE SCHEDULE EXTERIOR DOOR # REFERENCE SCitED. INFERIOR DOOR # REFERENCE SCHED. DRAWING INDEX A0.1 Key Plm~ Al.5 Garage Plans A2.0 General Structural Notes A2.5 Garage Framing A2.6 Framing Connectiona A2.7 Wind Loads A2.8 Framing Connections A3.4 Garage Elevations A4.2 Garage Section The Residence of APPJ OV/ED AS NOTED Ellen Costello /b:, 15()~ BAM I0 4PN1 FOR THI Michael Judge Cutchogue, New York Town of Southold FO'[ ~'NillG INSPECTIONS: 1, L, NN,3ATIDN . TWO REQUIRED , q pOUREO CDNCRETE 2, ~ ,~IGH ·FRAMtNG & PLUMBLN( 4 ,Il_ - CC';'TPNCTrON MUST ,_ COMFLEFE, C~ C O, ALL 3NSTRUCT]ON SHALL MEET YOhK STALE NOT RESPONSIBLE LOCUS MAP - not to scale LONG ISLAND SOUND Shelter Island North Fork Cutchogue Peconic Bay South Fork SITE MAP - 1"=100' ///I y Fo,,, &U~/. er/p FOLEY' FIBRE ARCi-tt'I'ECTURE 534 Cambridge Street Cambridge, MA 02141 617 '547' 8002 ALL CONSTRUCTION SHALL ET THE REQUIREMENTS OF THE GODE~ OF NEW YORK ~TATE., CERTIFICATION OF AILING & CONNECTIONS REQ IP F4). UNDERWRITERS CERTIFI~ REem LY WITH ALL CODES OF RK STATE & TOWN CODES RED AND CONDITIONS OF OWN ZBA OUTHOLD TOWN PLANN!NG BOARD )TOWN TRUSTEES N,Y,S. DEC WITH ~AP4ER "46 DAMAGE PREVENTION TOWN cODE~ OCCUPANCY OR USE IS UNLA. WFUL OF OCCUPANCY The Residence of Ellen Costello & Michael Judge Cutchogae, NY Town of Southold Date- Revision: I0/21/05 Owner Review 11/01/05 Struchtrai Rev. 02~6/06 Permit Scale: 1/4" ~ 1'-0" Title: TideSheet s .et: AO.O POOL W/TRELLI5 ESLUESTONE TERP~,CE W/ RETAINING WALL BELOW Z CUTTING GARDEN~ ? GARAGE - .-FUTUR. E POOL ¢ POOL HOUSE T.E3,D. UNDER. 5EPAR.ATI= PER, MIT 5TON~ POOL A GARAGE SEE SHEET AI .5 DTONE TERRACE TP-ZLLI5 MAIN HOUSE SEE SHEET I.O-AI.4 EEY 'LAN L FOLEY. FIORE ARCHI I'ECTURI2 534 Cambridge Street Cambndge, MA 02141 617.547. 8002 The Residence of Ellen Costello & Michael Judge Cutchog~e, New York Town of Southold Date: Revision: 10/21/05 Otwler Rev1¢w 11/01/05 SM~chlralRev. 12/8/05 Strttc, Rev. 02~6/06 Permit 1/8" = lr-0" Title: Key Plm~ Sheet: A0.1 7:12 7:12 4:12 7:12 7:12 (~. GARAGE ROOF PLAN I/4"= I '-0" F STORAGE ~ 0 (~ SECOND FLOOR GARAGE PLAN I/4"= I '-0" b TRASIfl / RECYCLING 20'-I H' GA ENTEY GARAGE 22'-0" O. FIRST FLOOR GARAGE PLAN I/4"= I '-0" FOLEY' FIORE ARCHITECTLFI~ 534 Cambl4dge Street C~mbridge, MA 02141 617.547.8(]02 The Residence of Ellen Costello & Michael Judge Cutchogue, New York Town of $outhold Date Rev4$1on: 10/21/05 Ovnler Revleto 11/01/05 S~ractural Rtv. 1278/05 S~ruc. Rev. II Scale: 1/4"=1'-0" Title: Sheet: A1,5 SILL PLATE (TYP) 1 "= 1'-0" RIDGE BOARD (TYP) 1"=1'-0" 1.C= 0,L, LAR TIE (TYP) GENERAL STRUCTURAL NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELO USE LIVE LOAD USE LiVE LOAD ALL ROOMS 40 PSF DECKS ) PORCHES 40 PSF =~XCEPT SLEEPING ROOMS 200 lbs. IN GAURDRAILS &HANDRAILS SLEEPING ROOMS 30 PSF any direction PASSENGER GARAGE 50 PSF STAIRS 49 PSF CEILING (NO STORAGE) 10 PSF EXTERIOR BALCONIES 60 PSF ROOF 45 PSF SNOW LD ALL ANCHORING. FASTENING, BRACING AND GENERAL CONSTRUCTION TO BE ASSEMBLED AS PER N Y.S. RESIDENTIAl. CONSTRUCTION CODE REFER TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER REQUIREMENTS, 1, SSTD 10-99 Standard for Hurricane Resistant Consl~uction 2 ASCE 7-02 IREVISED FROM 7-98) MlnlmLIm Desig~ Loads f~r Buildings and Other Strectures GENERAL CONSTRUCTION NOTES: I The Information on this set of construction documents is mia[ed to basic design intent and framing delAliS They are ITRended as a construct]on eld, not a subshtuta for generally accepted gnod building prachce and compliance with current New York State building cedes. The General Contractor is responsible ~r providing standard construction details and procedures to ensure a professionally finis hod, structurally sound and weatherproof completed product 2 The General Contractor is responsible for ensuring that all work and ceneffuctlon meets current federal, state, counbJ and local cedes, Ordlrlallces and regulations, etc. These codes are tn be considered as part of the speclficaaons for this building and should be adhered to even If [hey are in variance with the plan 3 Dimensions shall ~ake precedent over scale drawings (do not scale drawings) 4. The designer has net been engaged for construction supervls[er~ and assumes no responsibility for construction coordinating with these plans, nor res ponslbl][[~ ~strucfio~ means, methods, techniques, sequents, or procedures, or for safety precauUens ar,d programs in connechon with the work There are no warranfie~ for a specific use expressed er Implied in the use of these plans, GENERAL FOUNDATION NOTES NAILING SCHEDULE PER PRESCRIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL ALL NAIL SPACING IS BASED AT 16" O.C, SPACING ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE WOOD FRAMING MANUAL FOR PROPER APPLICATION ROOF FRAMING: WALL FRAMrNG: FLOOR FRAMING: GENERAL FRAMING NOTES 1, Un,ess othe~Vlsa noted, ail framing matedai to be #2+BTR Doug Fir 2 Floors, walls, ualllngs and rafters to be 16" nC unless otherwise noted ROOF SHEATHING: CEILING SHEATHING: NAL NAL WALL SHEATHING: FLOOR SHEATHING: NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED JN SCHEDULE NOTES ONLY 1) Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge If wall sheathing ]s nailed 3" o~-center at the panel edge t~ obtain higher sheer capacities, nailing requirements for sffucl~rai marchers shall be doubled, or alternate connectem, 2). When wall sheathing Is continuous over connected members,the tabulated number of nails shell be permitted to be reduced to1 - 16d ~al[ per feet. 3) Wall and ROOf sheathing shall be ~" CDX [typical - UNO) GENERAL DECK & PORCH NOTES GENERAL PLUMBING NOTES 1, All water supply, drainage and venbng to be as per N,Y,S Residential Coastrucllon Code 2, Verily sep[Io system with Engineer for S L,f~lk County Health Department approval 3 If wall studs, plates or joists are cut out dunng installation for any plumbing ielated work, provide adequate bracing and plates to protect and secure the structure verr~ with the state cede and manufact.rers recommendatio~ for maximum hole size and spacing permff[ed, STIFFNER WEB STIFFENER (TYP) 3"=1'-0" TABLE 3,8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1 ), For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, /he 4 foot perimeter edge zone affachments required shall be used. 2}+ Tabulated 12 tach o C nail spacing assumes sheathing at[ached to rafter / truss framing members w~th G>0 49. For framing members with <0 42<G<0 49, the nail spacing shall be reduCed to 6 inches o c 3) Tabulated 4 inch o.c, nail spacing assumes sheathing to rafter ] truss framing members w~t~ G>0,49, For framing members with 0,42<G<0,49, the nad spacing shall be reduced to 3 Inches n.c. TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ) For wall sheathing wlthlrt 4 feet of the corners, the 4 foot edge zone attRchmen[ requirements shall GENERAL HVAC SYSTEM NOTES I Mechanical subcontractor is responsible for adhedng to all applicable codes and safety requirements. 2 HVAC subcontractor is te fully coordinate all system data and requirements w~th the equipment supplier 3 HVAC subcontractor to provide final system layout drawing and submit it to General Contractor, owner and equipment supplier for finial review and approval GENERAL ELECTRICAL NOTES ~ All electrical to be as per N,Y S Residential Construcbon Cede. 2, All elec[ecal work shall be underwntem approved. 3, Smoke detectors to be located throughout as per Section R317 of N Y.S. Residential Construction Code. Prove a minimum of 1 Carbon Monoxide Detector in building FOLEY' FIORE ARCHITECTM 534 Cambridge Street Camlydd ge, MA 02143. 617 ,§47' 8002 The Residence of Ellen Costello & Michael Judge Cutchagae, New York Town of Southold Date: Revision: 11/01/05 S~tctaralRev. 12/8/05 Statc. Rev. 02/06/06 Permit Title: General Sltuctural Notes A2.0 I L2 MICP~OLAM ~ RIDGE BEAM 2XIO RIDGE BOARD STRUCTURAL IR,OOF FIEAMING PLAN - GARAGE I/4"= I LO" (~ SECOND I=LOOP-. FIEAMING PLAN - GAIEAGE I/4"= I FOLEY. FIORE ARCHITECTUI~ 534 Cambridge Street Cambridge, MA 02141 617.547. 8002 The Residence of Ellen Coste]lo & Michael Judge Cutchogae, New York Town of Southold Date' Rev~siom 11/01/05 Stnlctltral Rev. 02~6/06 Pemlit Scale: 1/4" = 1'-0" Title: Garage Framing Plans Sheet. A2.5 DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS LEDGER RAFTER RAFTER HEADER TYPICAL RIDGE TO RAFTER STRAPPING GIRDER/HEADER POST/COLUMN GIRDER/HEADER TO POST/COLUMN CONNECTION RAFTER TO WALL CONNECTION POST RIM/DECKJOIS1 POST TO DECK/PORCH CONNECTION GIRDE~HEADER POST/COLUMN ALTERNATIVE RAFTER TO HEADER CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER CONCRETE PIER POST 12 x12 x12 CONCRETE FOOTING GIRDER TO CONCRETE PIER CONNECTION POST TO FOOTING CONNECTION RIM BOARD STRINGER STRINGER TO DECK/PORCH CONNECTION JO~ST GIRDER/HEADER WIND RESISTANT CONSTRUCTION CONNECTORS WOOD JOIST GIRDER/HEADER WOOD JOIST CONNECTION LOCATION PART NUMBER 4x4 POST TO FOOTING ANCHOR PAU44 OR WEZ~ 6x6 POST TO FOOTING ANCHOR ,x4 POST TO GIRDER/HEADER 6x6 POST TO GIRDER/HEADER PAUB6 OR WE66 POST/COLUMN TO GIRDERJHEADER LSTA12 OR LSTA24 STAIR STRINGER CONNECTION RAFTER/JOIST TO HEADER TYDOWN RAFTER TO LEDGER BOARD JOIST TO GIRDER/HEADER CONNECTION J~IST FRAMING F~LISH WITH GIRDER/HEADER TMU26ORMPA1 RTl5 TMU28 OR MPA~ NOTES PAU44' USE w/MIN 1/2" DIA, x 7" ANCHOR BOLT PAUBB' USE w/MIN 1/2" DIA, x 7" ANCHOR BOLT USE ONE TYPE FOR EACH POST USE ONE TYpE FOR EACH POST USE (2) FOR EACH POST/COLUMN USE ON EACH STRINGER .USE FOR EACH RAFTER USE ON EACH RAFTER MPAI USE ONLY WHERE TMU26 CAN NOT BE USED USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMENDED INSTALLAT}ON INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION I NAIL QTY RAFTER TO ! ~' WALL' 3-8d ~OMMON TOP PLATE 10' WALL:4~d COMMON CEILING JOIST 8' WALL: 3-8d COMMON TO TOP pLATE 10' WALL, 4-8d COMMON CEILING JOIST TO ~ AS PER TABLE 3,7 PARALLEL RAFTER WFCM - BBC CEILING JOIST LAPS AS PER TABLE OVER PARTITION WFOM - BBC COLLAR TIE AS PER TABLB 3.4 TO RAFTER WFCM - BBC BLOCKING 2 - 8d COMMON TO RAFTER RIM BOARD TO RAFTER 2 - 16d COMMON WALL FRAMING: TOE-NAIL I JOINT DESCRIPTION NAiL NAIL NOTES QTY. SPACING TOP PLATE TO ! - 16d COMMON PER FACE NAIL TOP pLATE FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS I- 16d COMMON EA SIDE NAIL STUD TO ! - 16d COMMON 24" FACE STUD O C NAIL 16" O C FACE HEADERTOHEADER 16dCOMMON ALONGEDGES NAIL TOP OR BOTTOM [- 16d COMMON PER 2x4 STUD END PLATE TO STUD I - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO. PER FLOOR JOIST, BAND JOIST, ! - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK JOIST FRAMING: JOINT DESCRIPTION NAIL NOTES QTY JOIST TO, 4 -Sd COMMON TOE SILL, TOP PLATE OR GIRDER NAIL BRIDGING TOE TO JOIST 2 - 8d COMMON NAIL BLOCKING 2 - 8d COMMON TOE TO JOIST NAIL BLOCKING TO: TOE SILL OR TOP PLATE 3- 16d COMMON NAIL LEDGER STRIP FACE TO BEAM ~ - 16d COMMON NAIL JOIST ON LEDGER I;. 8d COMMON TOE TO BEAM NAIL BAND JOIST PER END TO JOIST 13'16dCOMMON JOIST , NAIL BAND JOIST TO SILL OR TOP pLATE 2 - 1fid COMMON TOE NAIL ROOF SHEATHING: NAIL NAIL ~ JOINT DESCRIPTION QTY, SPACING AS PER TABLE 3 8 ~TRUCTURALPANEL 8d WFCM-SBC DECK AND COVERED PORCH NOTES: I}. Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC ! FROST IWINTER ICESHIELD ~ FLOOD SNOW SPEED DESIGN WEATHERINE, DEPTHLINE TERMITE MODERATEDECAY II' DESIGNTEam. IINDER/~YMENTREQUiRED H#2~RDS LOAD (MPH) CATEGORY 3 ET i 45LBS,I20 B ! SEVERE MODERATE SLIGHTTO TO HEAVY NONE · DECK DETAIL5 NO SCALE FOLEY- FIORE ARCHri ECTURE 534 Cambridge S~reet Cambridge~ MA 02141 617 547.8002 The Residence of Ellen Costello & Michael Judge Cutchogue, New York Town of 8outhold Date: Rewsion: 02~6/06 Permit 1/4" -- 114]II Framing Connections Sheet: A2.6 FOLEY' FIORE ARCHITECTURE 721 770 PRESCRIPTIVE DESIGN REQUIP-.EMENT5 flOR STANDARD WOOD FRAME CONSTRUCTION WITH ALL MEMiSRR5 AT i G" O,C, UNLE55 OTHERWISE NOTED, I 24 ~G lbs 5 G 7 WALL-TO-WALL CONN~CTION5 WALL-TO-FOUNDATION CONNECTION5 TYPICAL WIND LOAD PATH N.T 5 NOLDDOWN ANCHO~ TYPICAL 5HEAR WALL ASSEMBLY NT5. UDE THE FOLLOWING UDP BRAND OP-, APPROVED EQUAL METAL CONNECTOP--,5 TO MEET THE MINIMUM UPLIFT P. EQUiREMENTS. CONNECTIOND 5HALL tSE INSTALLED ACCORDING TO MANUFACTURED RECOMMENDATION TO ACidlEVE MAXIMUM UPLIFT CAPACITY. LOAD CAPAC[~( 1055165 (~) 5/E'" PlA BOLT5 950 lb5 1070 lbs. 1470 lbs GENERAL WIND PROTECTION CONNECTION NOTE5 , WIND TABLE5 NO SCALE 534 Cambridge Street Cambridge, MA 02141 617 '547' 8002 The Residence of Ellen Costello & Michael Judge J Cutchogue, New York Town of Southold Date, Revision 01/06/06 Permit Scale: 1/4" = iLO" Tztle: Framing Connections sh.,t: A2.7 ,,,Ill]Ill, ll',ll DLI '1 ,VlIiF ~,',', I RAFTER RIDGE TYPICAL RIDGE TO RAFTER STRAPPING , II IIIII ' L,,l! I,EI±,II' NOTCHED RAFTER ~ ' RIDGE '1 TYPICAL RIDGE BEAM TO RAFTER STRAPPING WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: RIDGE-TO-RAFTERS RAFTER-TO-WALL RAFTER-TO-pLATE HEADER-TO-JACK STUD CRIPPLE STUD-TO-HEADER SHEAR WALL HOLDDOWN ANCHOR 1ST, FLOOR-UNDER-SILL PLATE PART NUMBER; LSTA24 RT20 RTl5 SPTH4 KLFTA OR MSTA36 RT3 OR RT7 LSTA12 ADS5 MSTA36 OR RS16-R NOTES: APPLYTO EACH PAIR OF RAFTERS APPLY TO EACH RAFTER APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) APPLY TO EACH WALL STUD APPLY TO EACH WALL ST~JD APPLY TO EACH JACK BTUD APPLY TO EACH CRIPPLE STUD APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, FOLEY' FIORE ARCHI I'ECTURE 534 Cambridge Street Camlmdge, IVLA 02141 617,547, 8002 RAFTER TOP PLATE , , WALL STUD I TYPICAL RAFTER TO WALL STUD CONNECTION WOOD JOIST , , BLOCKING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER WALL STUD BO1-FOM PLATE BATHTUB DOUBLE JOIST DOUBLE JOIST FOR UNDER A BATHTUB RAFTER TOP PLATE WALL STUD I I, : ALTERNATIVE RAFTER TO WALL STUD CONNECTION PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION CONNECT CORNERSTUD TO TRANSFER SHEAR FASTEN WITH(2) I6d COMMON NAILS @ 6"O.C. SIDEWALL ~' , , ENDWALL SHEAR WALL CORNER CONNECTION ANCHOR BOLT CONNECTION NCHORBOLTCO NECTION FOUNDATION 5/8"DIA. ANCNORBOLT A N SUPPORTING I MAXIMUM SPACING SILL PLATE TO FOUNDATION ?2" ~ACE OR FOOU NDATIONL 1 STORY !" CC SILL PLATE TO FOUNDATION ~ ~T~IES 36" (CRAWL SPACE OR FOUNDATION) IWALL BO'1TOM PLATE TO FOUNDATION , (SLAB-ON-GRADE) 1-2 STORIES 57 OC USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) WOOD JOIST GIRDER/HEADER WOOD JOIST JOIST FRAMING FLUSH WITH GIRDER/HEADER WALL STUD BOTTOM PLATE SUB FLOOR DOUBLEJOIST DOUBLE JOIST FOR NON-BEARING WALLS 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD 1ST. FLOOR TOP PLATES 1ST FLOOR WALL STUD KING, STUDS CRIPPLESTUD HEADER JACKSTUDS TYPICAL HEADER CONNECTION 1ST. FLOOR WALL STUD 1ST. FLOOR PLATE SUBFLOOR RIM BOARD DOUBLE SILL PLATE FOUNDATION WALL TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR TO FOUNDATION CONNECTIONS DBL. SILL PLATES (TO OVERLAP JOINTS) FOUNDATION WALL SILL GASKET & TERMITE SHIELD SILL PLATES TO FOUNDATION ANCHORING ,, CONNECTION NO SCALE DETAIL5 The Residence of Ellen Costello & Michael Judge Cutcbog~e, New York Town of Southold Date: Revision: 02~6/06 Penlnt Scale: Sh.,. A2.8 SOUTH ELEVATION /4"= I '-0" (~ NORTH ELEVATION I/4"-- I ' i (~) WEST ELEVATION I/4"= I '-0" EAST ELEVATION I/4"= I '-0" FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617 547, 8002 The Residence of Ellen Costello & Michael Judge Cutchogue, NY Tow~ of Soufl~old Date: Rev/sion: 10/21/'05 Owner Review 11/01/05 Struchlral Rev, 12/8/05 Struc. Rev. 11 02~6/06 Permit 1/4" = lU0" Title: Exterior Elevahons Garage sh.,: A3.4 T,O, PLAT~ T,O, 2nd FLOOP-, T 0 ~LA5 = 73'-0~ MICP-,OLAM5 (Tm) cc) GAIEAGE CI .O$._5- ECTION I/4"= I LO" 230 APP~ON PITCH AWAY FROM GAP~AGE FOLEY. FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617.547. 8002 The Residence of Ellen Costello & Michael Judge Cutchogae, NY Town of Southold I0/21/05 Owner Review 12/8/05 Strtlc. 02~6/06 Permit Scale: 1/4" = 1'-0" Tit]e: Garage Section A4.2