The URL can be used to link to this page

Home My WebLink About36733-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 5/2/2012 No: 35574 Date: 5/2/2012 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 600 Gardiners Ln, Southold, SCTM #: 473889 Sec/Block/Lot: 70.-8-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/19/2011 pursuant to which Building Permit No. 36733 dated 10/3/2011 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: existing attached garage altered to pool house with sink and toilet as applied for. The certificate is issued to Giorgetti, Anthony (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIHCATE NO. PLUMBERS CERTIFICATION DATED 4/25/12 36733 12/22/11 er Marczewski u~/!~ e ~ignatufe TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36733 Permission is hereby granted to: Giorgetti, Anthony 200 E 27th St To: New Yor_k, NY 10016 alter an existing attached garage to a pool house Date: 10/3/2011 At premises located at: 600 Gardiners Ln, Southold SCTM # 473889 Sec/Block/Lot # 70.-8-10 Pursuant to application dated To expire on 4/3/2013. Fees: 9/19/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $316.00 CO - ALTERATION TO DWELLING $50.00 Total: $366.00 Building Inspector 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: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic featur6s. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3.. Approval of electrical installation from Board 0f Fire Underwriters. 4. Sworn statement from ptumb~r 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 line~, streets, building and unusual natumi or topographic features. 9. A properly c4~mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shsll state the reasons therefor in writing to the applicant. C. Fees 1. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmil~g pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: ¢ (~(.~ House No. · Owner or Owners of Property: . Suffolk County Tax Map No lO00, Section Subdivision PermitNo. 5~ 3,3 Health D~pt. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~t9.00/~/ Old or Pre-existing Building: Street (check one) Hamlet qb B,o k Lot Filed Map. Lot: DateofPermit. /~ ~ ~ ~ [ [ Applicant: Underwriters Approval: Final~Certificate: / (check one) 9 ~!natm~e~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, dchert~,town, so uthold, nv. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Anthony Giorgetti Address: 600 Gardiners Lane City: Southold St: NY Zip: 11071 Building Permit #: 36733 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Big Blue Electric LicenseNo: 35348-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: base board electric heat-l-3ft, 1-8ft Ceiling Fixtures RVVea~le: isx:: r; i; t u r e s Exit Fixtures HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: Inspector Signature: Date: Dec 22 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765~ 1802 Fax (63 !) 765~9502 BUILDING DEPARTMENT TOWN O~ SOUTFIOLD CERTIFICATION Building Permit No. _96 Owner: ~b]7~0/1// ~/D~,~Vfi~/ (Ple~e prat) Plumber: ~t'~[/~ ~ffZF~] (Plebe prat) Date: I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of ~ , 20t - ~/~ (Pl~u~mb~S ~at~)f~~ CONNIE D, BUNCH Notary Public. State o{ New York No. 01BU6185050 Qualified in Suffolk Countyt.-,/,! Commission Expires April 14, 2(..JlAp Notary Public,~'2~D [.~.. County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICA~OUGH) [ ] ELE~CTRICAL (F!NAL) REMARKS: ~ DATE INSPECTOR ~~~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~JGH PLBG. [ ] FOUNDATION 2ND [/,~INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 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 [ ]RRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ~,~LECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE iNSPECTOR~~' ~-~ ~. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] RO~UGH PLBG. [,~INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT FENETRATION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY fiRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (RO/~H) ~ [ ] ELECTRICAL (FINAL) REMARKS: ~'~J~~"~ DATE INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST []FOUNDATION 2ND []FRAMING / STRAPPING []FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~/~LECTRICAL (FINAL) REMARKS: DATE __ / ~ ~~-~--- INSPECTOR~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN/SUt. ATION [ ] FRAMING/STRAPPING [~,3"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUOTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC'rRICAL (FINAL) REMARKS: C~ ~2~. ~ DATE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved [0(?~.2o Il Disapproved a/c Expiration {"((3' 20 I 3 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health PERMIT NO. ¢g~ ? 3~, 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit SEP 1 9 2011 BLDG DEPT, TO'¢iI'i OF SOLJTHOLD Single & Separate Storm-Water Assessment Form Contact: Ma, to: pho. : APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date a. This application MUST be completely filled iu by typewriter or iu ink and submitted to the Building Inspector ~vith 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. Tbe work covered by this application may not be commenced before issuance of Buildiug Permit. d. Upon approval of tbis 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 i~sues 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 atttborize, 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 tbr the issuance ora Building Permit pursuant to the Beilding Zone Ordinance oftbe Town of Southold, Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, bousiug code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections ,~~ ~ .~,,/~. r name, ifa corporation) O,o o ar,.,.,r'¢, xa'l _ i.a /lo, i/, ~'~'° ~'~(Mailing address Of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises:' 'l~ff~5~"s~t"N 0'~,.'~1 ~.~1, ~ r.~.~.4g~,, (As &fi'the tax roll or latest deed) If applicant is a corporation, signature of duly authorized ofricer (Name and title of corporat,e officer) Builders License No. H .~., '4~ I 0,,,5' 5''7 Plumbers License No. oQ-g'70 I/'~{ Electricians License No. Other Trade's License No. Logation of land on w~ich proposed work will, be done: g)Oo Cr(o, cdic er$ L_ct e.. House Number Street Hamlet Filed MapNo':' ' .~ County Tax Map No. 1000 Section Lot O[ 6) Subdivision Lot 2. State existing use and occupancy of premises ,and intended use and occupancy of proposed construction: a. Existing use and occupancy ~"~ 5 ~6~q'&'Jcl'O*- [ -- ,~ b. Intended use and occupancy l"eSlfi~4'" ?~--/ '- ~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~ ~01OOO 5. Ifdwelling, number of dwelling units~t_ If garage, number of cars Addition Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 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 Height Number of Stories Rear .Depth 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner I1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law', ordinance or regulation? YES 1 _3. Will lot be re-graded? YES ..... NO k/__Will excess 1511 be removed from premises? YES NO 14. Names ofOwner ofpremisd~f~,O~/~jofvle'bt~ Address~00 ~[l~f)J~'t~r56:t~e. Phone No. NameofArchitect ¢/li~. [4o,~xo~ ~ Address PhoneNo ,,,~-2~0 NameofContractor ~'cee~ (~}a-e(' ~.Ort+o Address PhoneNo. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO · IF YES, PROVIDE A COPY. STATE OF NEW YORK) Jd SS: COUNTY OFSO, 01g) (~ ~q')'k~ ~9 6 ~O C C/e"~l'~ being duly sworn, deposes and says that (s)he is the applicant (Name of in~lividual signin-~ contract) above named, (S)Heisthe ~Cd ~'}'/I.~-~ &',q~ (Contractor, Agent. Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file tiffs 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. Sworn to before me this ~ day of 5~-.~,,x&~zr 20 [ [ Notat'ry I~d~oli~ - N_ _; are OF~Ew~ (3ignature of Applicant g~. 01MA6207376 '-'"' OUALIFIED N SU~FO/K COUNT~ COMMISSION EXPIRES JUNE 15, Town I-.Iall A.nnex P.O. Box 1179 Southold, NY 1 Tdepboae (6~1) 765-1802 REQUESTED BY: Company Name: Name: Ucense No.: TOWN OF 8OUTl~OV.n APPLICATION FOR ELECTRICAL INSPECTION Date: AddreSS: Phone No.: *Name: *Cross Street: *Phone No.: Permit No.: Tax.Map District: JOBSITE INFORMATION: (*Indicates required information) 367 3 1000 . Section: 'TQ · Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: i 0 ' (P.lease Circle AJI That Apply) *la job ready for inspection: *Doyou nc, cd a Temp ~e: ~ NO ~ Final YES I NO ~ Size: t Phase ~'New Set~/Ic~: Re-(~nrleof Additienal Information: Temp Information (If needed] 3Phase 100 150 200 300 350 400 Other / / Underground Number of Metem Change of Service Overhead PAYMENT DUE WITH APPLICATION ~,~ '~'~ ' .82q~'equest for Inspec~on Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 April 27, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Anthony Giorgetti 200 E 27th St NewYork, NY 10016 Re: 600 Gardiners Lane, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. ~ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36733 - Alteration of Garage to Pool House hlAR OF' P[2OPEIT. TY 5UF£ GO, TA~ MaP OATA, I000 -0 ,-K:) -/3- IQ Generated by REScheck-Web Software Compliance Certificate Energy Code: Location: Construction Type: Project Type: Building Orientation: Heating Degree Days: Climate Zone: Construction Site: 2010 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family AddlflonlAItaration Bldg. orientation unspeclflod 5750 4 Owner/Agent: 600 Gardiners Lane Southold, New York Designer/Contractor: Jim Deerkoski, PE 631-298-7116 Compliance: 2.6% Better Than Code Maximum UA: 76 Your UA: 74 Floor: All-Wood Joist/Truss Over Uncond. Space Wall: Wood Frame, 16in. o.c. Orientation: Front Wall: Wood Frame, 16in. o.c. Orientation: Left Side Window: Wood Frame, 2 Pane w/Low-E SHGC: 0.00 Orientation: Left Side Wall: Wood Frame, 16in. o.c. Odentafioo: Right Side Window: Wood Frame, 2 Pane w/Low-E SHGC: 0.00 Orientation: Right Side Door: Glass SHGC: 0.00 Orientation: Right Side Ceiling: Flat or Scissor Truss 70 0.0 10.0 5 176 13.0 0.0 14 141 13.0 0.0 11 12 0.310 4 176 13.0 0.0 9 16 0.280 4 56 0.300 17 295 30.0 0.0 10 Compliance Statement: The proposed building design described here is oonsistent with the building plans, specifications, and other calculations submitted with the pen,nit application. The propos~uilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESchesk-Web and to co~ply~ith the mandatory requirements listed in the REScheck Inspection Checklist. ~. ~ Name- Titie /~'/~5 '~.~.~'_~ ' ~ ,' '~¥ . ~O~i Signatu WIND-BORNE DEBEIS PROTECTZON FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE; ALTERNATIVE FOR C~NING P~O~CT]ON (IF NOT USING IMPACT GLkZ]NG) 8'-1Y2" 3 20'-O" (2} 2X8 HDR POOL HOUSE 2X$ ACQ Fj OVER EXISTING SLAB EXISTING GARAGE EXISTING KITCHEN PLt. ALL PLt & WATE. LINES N TESTING gEFORE CO EXISq'ING DOOR CODES PLUMBER OER TIFICA TION ON LEAD CONTENT BEFORE : (~CUPANCY sOLOb'Q~I'T. JSED IN WA TER FI~XC, EED-2/IO Ol: 1% EXISTING LIVING ROOM f4 C H phone: (631) 298-2250 m mhael~bmchdesig nservices.com Z SCALE: 1/4" = 1'-0" CROSS SECTION N.T.S, PLUMBING SCHEMATIC SLOPE" 1/4" PER FOOT PITCH TO DRAIN tED CONC;'E rE I 1112 11/4 ELECTRIi- ~ .~,.U. LK,[~ I MPLETEF( . / ~DA~AI~I RV' M ~,~s~ ,,~/ D~WN BY: MH I ~ SOFTHE , ~ ~ qr~ m ELECTRICAL ~K~ F: 1 ~" ~ '-d"m m m I .~%~__ >TOAP~OVED T~P SEPTIC SYSTEM SHEET NOt SHEETROCK STRAPPIN( w,,~u.~ e3 E LEC SPECTIO wv~v.mchdes[anservices.com ~hone: 631) 298-2250 e-mail: michael@mchdesignservlces.com Z DRAWN BY: NH August 23, 2011 SCALE: 1/4" = 1'-0" SHEET NO[ ENEf L NOTE5 CONSTRUCTION NOTES: FOUNDATION NOTES: FRAMING NOTES 1 ) All frarsing techniques and methods as prescriptive design o1 current BBC High Wind Edtr on Wood Framing Consffuctlon Manual. 2). Unless othe~trse noted, all framing and sfluctuod wood matanal to be #2 + BTR, Douglas Fir. 3), Floors, walls, ceilings and rafters to be spaced at 16 Inches o.c, unless noted 4). Uctess otherwise noted, all bearing wall headers to be (2) 2xlg #2 + BTR. Doug. Fir. Beanng wall heodem to have (2)jack studs and (2) full length studs on each side of ag openings, LVL headers fo have (3) jack studs and (2) full length studs en each side of apectngs. Bearing wall window sills shall also have (2} window trll plates for 2x4 wall 5). All flush beams/headers to be Installed w~th heaw duly galvinlzod hangers and 6J. Double up floor joists under walls that mn parallel fo the floor joist and under bathtubs, WIND FRAMING NOTES I . RIDGE-TO-RAFTER ASSEMBLY 1-114"x 20 gauge strap shall be at[ached to each pair of rafters n accordance th tab e 3,4, When a collar tie is used in leu of a ridge seep, the number of 1 Od common ncttr required in each end of the collar fie need not exceed the tabulated number of 8d nails in the strap. 2. RAFTER-TO-WALL ASSEMBLY. Lateral framing and shear wall conne~ons for rafter, ce Ing or truss to top plate shall be m accordance to table 3.3, When a miler or t~uss be not ctll in line with studs below, rafters or trusses shall be at[acbed to the wall top plate and the wall top plate shall be at[achod to [he to Ihe wall slud with u@lct connect~ns. Roofs overhanging the rake side of the buiMing shall be connected with uplct connections in accordance with table 3.3c. 3), WALL-TO-WALL ASSEMBLY: Wall studs above end studs below a floor level shall be aflachod with uplift connections in accordance with table 3,3b When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with upgfl connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION' First wall studs shall be connected to the foundaflon, sill plate, or bobom plate wdh uplct connecters, Stect sbaps shall have a minimum embedrsent of 7 inches in concrete foundation and cich-~n~rade~ 15 inches in masonry block foundations, or lapped under the plate and nailed ]n accordance with table 3.3b. When steel straps are lapped under the be[tom plate, 3 inch square washes sbel~ be used with the anchor bolts. Anchor boll spacing is t~ be spaced and sized In accordance to table 3.2a. In addiflon to spacing, anchor belts are to be spaced between 6-12 Inches Eom the end of a sill plate and all 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exthfler shear wctls with a minlrsum of 7/16 Inch wood sPUcklra[ beryl on the exlegor agached with 8d common nails st 6' o.c at the panel edges and 12' o,o. in the fiMd, and 112 inch gypsum wallboard on the interior at[ached with Ed c~ler nails at 7" a.c, at panel edges and 10" c.c. In the field aball be in accorbence with the length requirements speshled in table 3,15a-b. 6} TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II extabor abea~waltr shall meet [he requirements of table 3.1 be-b times the approabate length edjusboent factors in Ibole 3.16, 7}, INTERIOR SHEARWALL CONNECTrONS: AiIowabth tr dewall lengths provlbed In table 3.14 shall be perabded to be increased when Intador shearwcttr am used. Sheathing and connections shall be in accordance wgh 2 4 4,2 and 2 2 4 respectively 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or gttaer connections cheil be affachod with uplift connections In accordance web table 3,5. Window sill pMtas shall be have sther connectors in accordance with ~abie DECK AND COVERED PORCH NOTES: 1 ). Unless otherwise noted, all framing ma~erial ~ be ~el ACE pressure bested lumber. All fasteners, hangars and anchors th be gaJvtnized or stainless steel 2). Girders for deck joists to be bolted to each p~st with washers and nuts, G~rbers on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 112" die x 7" long anchor bott wdh washers and nuts 3). Posts suppoctng girders shall be anchored to a 1Z'x12'xl 2" talck concrete fooling. Use a minirsum 112" cra x 7" long anchor bolt with washers and nuts. Footings Shall be 3 below grade Porches with covered roofs shall have 12" d~a, concrete piers for the g/tears. ¢) Deck JoIMs to have bthctrng at 8'0 o.c. 5). A minimum et 10 inch Bashing shall be installed baleen the building and ledger. Ledger to be fastened to bolldlng wdh 1/2" d~a bags with washers and nt~ts whore needed, PLUMBING NOTES 1 ). All water supply, drainage and venting to be Installed as per N.Y.S. Retrdenhal 2). Vasty septic system with the Engineer for Suffolk Coutay Health Departmen~ approval. HVAC SYSTEM NOTES 1 ). Mechanical subcontractor m responsible for adhebong to all appababM codes and safely 3). HVAC subcenNaothr to prowge final system layout drawing and submit d to the General ELECTRICAL NOTES: NAILING SCHEDULE ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTIOF QTY, gPACINE RAFTER TO 8' WALL' 3~8d COMMON EACH TOE-NAS TOP PLATE 10' WALL. 4-8d COMMON RAFTER CEIUNG JOIST 8' WALL, 3-8d COMMON EACH TOE-NAIL TO TOP PLATE ct' WALL: tr4~d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAiL CEILING JOIST LApfl AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM * BBC END NAIL BLOCKING 2 - gd COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH ENO TO RAFTER END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O,C, NAIL 16" O.C FACE HEADER TO 16d COMMON ~LONGEDGES NAIL HEADER TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATETOSTUD 3 16dCOMMON PER2xSSTUD NAIL BOTTOM P/ATE TO: PER FACE RAIL FLOOR JOIST, BAND JOIS3 2 - 1fid COMMON FOOT gEE NOTE: 1 END JOIST OR ELOSKING FLOOR FRAMING: JOINT DESCRIPTION [ QTY,NAIL SP^CIN f/NAIL NOTES I JOIST TO' 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO JOIST 2 - gd COMMON EACH TOE END NAIL EACH TOE DLOCKING TO: ~- 16d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP EACH FACE TO BEAM I - 16d COMMON JOIST NAiL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO SEAM JOIST NAIL PER END BANDTo JOISTJOIST 3 - 16d COMMON JOIST NAIL PER TOE NAIL BAND JOIST TO' Z - 1 Cd COMMON FOOT ~EE NOTE' SILL OR TOP PLATE ROOF SHEATHING: CEILING SHEATHING: JOINT DESCRIPTIOh NAIL NAIL 5d COOLERS lg" O.C, FIELD WALLSOARD J Qg~'. SPACING GYPSUM 7" O,C, EDGE WALL SHEATHING: NAIL NAIL tOINT DESCRiPTiON QTY. SPACING STRUCTURAL fid COMMON AS PER TABLE 3.fl PANELS WPCM - SBC 7/16" OSB 6d COMMOE 3" C.C. EDGE PLYWOOD fl" C.C. FIELD GYPSUM 7" C.C. EDGE WALLBOARD 5d COOLERE ~O" O,C FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL 12" O,C. FIELD t" OR LESS QTY. ,SPACING STRUCTURAL pANELS Bd COMMON 60,C EDGE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nmhng requirements are based on wall sheaINng ne/tad 6" on-~ect~r et the panel edge, If wall abeathlng is nailed 3" eh-center at the panel edge to obtain hlgbor shear capacities, ncilthg mquEemerds for sboctuml membem shall be doubled, or aflemate connebers, such as shear plates, shall be used to maintain I~ad path. 2). When wall sheathing ~s ~rdinuous over connected membors,tae tabulated number of nails shell be pointed to be reduced fo1 - 16d nail per foot. PL ,N CONTENT, : CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESNIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DEBtGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHTTO TEMP. REQUIRED ROOF SHEATHING RE( UIREMENTS FOR WIND LOADS: SHEATHINGINTERIOR ZONE LOCATION 8d COMMON @ 6" C.C.gdBdAT COMMON COMMON NAIL PANEL SPACING EDGES @@ 6" 4" C.C.C.C. NAIL SUPPORTS 8d COMMON @ 12' O C. SPACING8d ad COMMON COMMON IN AT THE INTERMEDIATg ~@PANEL 4" 6" c.c.C.C. FIELD !II SEE NOTE: 2 FOR PANEL FIELD NOTES' SEE SEE NOTES NOTES: NOTES: 1 { BOTH 11,3,3FiELDSI NOTES 4' PERIMETER EDGE ZONE gABLE ENDWALL RAKE AND RAKE TRUSS THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1 ). For roof sheath lng wdhln 4 feet of the pedmeter edge of the roof, I nclodlng 4 feet on each side of the roof peMfi the 4 foot perimeter edge zone eUachrsents required shall be used, 2), Tabethted 12 Inch c.c. nai~ spacing assumes abes h ng a~ached o after / truss Earslng members with G>0Ag. For framing members with <0.42<G<0 49, the nail spacing shall be reduced Io 6 Inches o.o 3). Tabulated 4 inch o c nad spacing assumes sheatalng to rafter I truss framing rsembom with G>(] 49 For framing members wgh g 42<G<th49, the nail spacing shall be reduced to 3 thches WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION8dATcoMMoNNAILpANELSPACINGEDGES~ 6" O,C. NAILsuPPORTsSPACINGiN ATTHEINTERMEDIATEpANEL FIELD ! sEENOTESNoTE: 3 4' EDGE ZONE gd COMMON ~ 6" O,C. fid COMMON @ 12" O C. SEE NOTES: I, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON ~ 12" NOTE___ S THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1 ). For wall sheathing within 4 feet of the comers, the 4 foot edge zone aUaabment regulrements shall be used. 2). Tabulated 12 inch o,c nail spacing assumes sheathing attached to stud framrng membem wab G>O 49, For framing members with 0 42<G<, the nail spacings shall be reduced to 6 Inches o c 3), For exterior panel siding, galvtr tred box nails shall be permcted to be substituted for cemrsan nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000//CAPACITY, 1). PROVIDE 518" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WiTH ACQ. 3) iNSTALL 1 - C~2 DETECTOR IN ADDITtON TO SMOKE ALARMS PER FLOOR. D H DesiGn Services www.mchdesiGnservices,corn phone: (631) 298-2250 e-maih rnichael@ m chdesig nservice~,com Z DRAWN BY: MH August 23, 2011 SCALE: 1/4" = 1'-0" SHEET NOf