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Home My WebLink About36371-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 7/31/2011 CERTIFICATE OF OCCUPANCY No: 35096 Date: 7/31/2011 THIS CERTIFIES that the building ALTERATION Location of Property: 8100 Route 25, East Marion, SCTM #: 473889 Sec/Block/Lot: 31.-6-16 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 4/5/2011 pursuant to which Building Permit No. Lot No. filed in this officed dated 36371 dated 5/9/2011 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: Alterations to a Single Family Dwelling; Whole House Interior Renovation, Cellar Entrance (Bilco) & Covered Porches, as applied for. The certificate is issued to Dellaportas, Argyris & Dellaportas, Patricia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/15/11 36371 7/11/11 Todd Dawson ,/ut/h/o riz~ S~at/ure 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 #: 36371 Date: 519/2011 Permission is hereby granted to: Dellaportas, Ar~yris & Patricia 21-55 Hazen St Flushing, NY 11370 To: Alterations to a Single Family Dwelling; Whole House Interior Renovation, Cellar Entrance (Bilco) & Covered Porch, as applied for. At premises located at: 8100 Route 25, East Marion, NY SCTM # 473889 Sec/Block/Lot # 31.-6-16 Pursuant to application dated To expire on 518/2012. Fees: 4/5/2011 and approved by the Building Inspector. CO - ALTERATION TO DWELLiNG SiNGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $1,372.00 $1,422.00 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 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 $5000~ 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, Commemial $15.00 New Construction: Location of Property: Old or Pre-existing Building: House No. Street Owner or Owners of Preperty: ~/~/~..~ Suffolk County Tax Map No 1000, Section ~ Subdivision Pen:nit No..~, Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~_~ Filed Map. Date. (check one) , Hamlet Block (-~ Lot /6 Lot: Date of Permit. ~ ' c~ _ // Applicant: Underwriters Approval: Final Certificate: (check one) Applicant Signatur6 ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, dchert~,town southo d ny.us BUILDING DEPARTMENT TOWN OF 8OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dellaportas Address: 8100 Rt 25 City: East Madon St: NY Zip: 11939 Building Permit#: 36371 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Ben Doroski DBA: Custom Lighting-Suffolk License No: 38893-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 A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 200a overhead service, 5-paddle fans, 3-exhaust fans Ceiling Fixtures ~ HID Fixtures [] Wall Fixtures 191 Smoke Detectors Recessed FixturesJ~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures L,..J TVSS Inspector Signature: Date: July 11 2011 81-Cert Electrical Compliance Form Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATION Building Permit No. (Please pnnt) (Please print) 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 ot~.~,,~ , 20 )1 Notary Public, ~ -~'F~ County (PI.umbers Signature) CONNIE D. BUNCH Notary Publk3, 8tale of New York No. 01BU6185050 Qua#fled In Suffolk County Commiealon Ex,res Apl'i! ~.~. 2.._~.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [~ ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELE~, ~iICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT iON ] FOUNDATION 1ST I'~ ROUGH PLBG. [ [ ] FO~TION 2ND [ ] INSULATION [~] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIREREmSTANTC(XisTmJCn0N [ ] FIREREmSTANTPF. NETRATION REMARK~ DATE~ _INSPECTOR~ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~JG~ PLBG. [ ] FOUNDATION 2ND [~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,- ~'~ INSPECTION REMARKS: - ~"*'~~'~--"~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. WN 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 [ ] RRB RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~-~__ELECTRICAL (FINAL) REMARKS: DATE iNSPECTOR~~~~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] RO~i PLBG. ]FOUNDATION 2ND [ ]~ULATION ] FRAMING/STRAPPING [/] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC~AL~(_ROUGH) [ ] ELECTRICAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~JLATION [ ] FRAMING/STRAPPING [~/]*FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE~ I.ICAL (FINAL) DATE INSPECTOR P,,CHITECT MARK SCHWARTZ & ASSOCIATES 2f1495N R coPOB x933',(utchoguc. NYII933 631.734.418,5 J ~.nlksarchitccLcom June 30, 2011 Southold Town Building Depadaient P.O. Box 1179 Main Road Southold, New York 11971 Re: Additions and Alterations to: Dellaportas House 8100 Main Road East Marion, New York (SCTM# 1000-31-06-16) JUL - 1 2011 BLDG. OEP'[ TOWN OF SOUTFIOL9 To Whom This May Concern: I have been to the site and discussed the window head trim detail with Sal Villareal of DB Construction Corp. Although this is not a standard detail (see attached), it appears to be sealed in a way that will keep the water on the exterior and allow it to flow out the sides of the head trim piece. I hereby certify, to the best of my knowledge, the window trim installation meets NYS code requirements. I have not observed any other work on this project and I am not engaged in a contract with the owners to do so. Please call this office if you have any questions or require additional information. Very truiz.~,. ,~. s~ Mark Schwartz AIA TOWN.OF SOUTHOLD "BUILDING DEPARTMEN~T TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net ..,,..D/sappm v cd Expiration NO. 7/ /PR - 5 2011 BIOG. DEPT. TOWN OF SOUTNOLB Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board o£Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Fom~ N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: ~/~--- ,J~C$~'gf"~._ Phone: ~,~ ~-'- ~Lt~f' APPLICATION FOR BUILDING PERMIT Date 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 expir~ if the work authorized has not commenced within 12 months after the date of issuance or has not been completed ,bithin 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Builtting Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new pertnit 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, Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen ,~architec')engineer, general contractor, electrician, plumber or builder NameofownerofpremisesA~{~ ~ t~ /~[ a ¢ P~] C~£4 (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. Locatig~vflandonwhichproposedw~r.~w~>done:~>[ O0' ff/.~/~ House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block 0 ~ Lot Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of pro'posed,construction: a. Existing use and occupancy ! b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work Alteration (Description) 4. Estimated Cost i'~ . .~ ,, Fee, ~ i ; ~. lTohe paid on filing this application) 5. If dwelling, number of dwelhng umts i ~ Nu,m,..b, er of dwelling dnlt8 on each floor If garage, number of cars ,- ' !!,,' :'-. Rq~ iJ L ' 6. If business, commercial or mixed occupanc:4, spe~ifytraure and e~t~'rii of eaCh type of use. 5',¢E 1'- c ,4,0 _.c L ..... ? .... 7. Dimensions of existing structures, if any: Front Rear _Depth. Height Number of Stories 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 9. Size of lot: Front 10. DateofPurchase IO/~- ~//~ Name of Former Owner 11. Zone or use district in which premises are situated Rear _Depth Depth NO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES NO J~TWill excess fill be removed from premises? YES NO -- ~ ~ - ~'$' l..t4 z~,, ..e7 -- 14. Names of Owner of premises ~)l~t c,~l('0t~ 7"1 ~ Address ~I ~ *~ Phone No. Name of Architect 3~~ Address ' - - Phone No V J ~ ~/~ Name of Contractor Address Phone No. 15 a. Is this propeay within 100 feet of a tidal wetland or a ~eshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS MAY ~E~EQUIRED. b. Is this propeay 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 C~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ///~/7~ ~ ~r~~T~''' being duly sworn, deposes and says that (s)he is the applicant (Name of individuhl signing c(~ntract) above named, (S)He is the ~ ~ C~o~er etc' (Contractor, Age t, CorPorate dqficl , 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. Sworn t.~l.before me this // ~) dayof., '~/J/l-~/ 20[/ - VICK110114 .... ilo. O · Notary Public Qua fierl in.Suff,?k. C2.un~/,~ Signatu~/ffApplicant Town I-I~ Annex 54375 Main Road P.O. Box 1179 $outhold, NY 1197b0959 T¢lcphone (631) 765-180~ ax (681 76 BU~ING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~t ~'~O~O ~[,Z~' Company Name: Name: License No.: Address: Phone No.: JOBSiTE INFORMATION: (*Indicates required information) *Name: ,~--, *Address: *Cross Street: *Phone No.: Pe~it No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ~ L,J ~-~ - (Please Circle All That Apply) *Is job ready for inspection: *Do.you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase ~New Service: Re-connect Additional Information: (~/NO ~ Final 3Phase 100 150 200 ~ 350 400 Other Underground Number of Meters~Change of Service ~ PAYMENT DUE WITH APPLICATION 82.Request for Inspection Form Town of Southold ' ~ Erosion; Sedimentation & S,torm-Water Run-off ASSESSMENT FORM ' pROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A /Ol~O ~/, C) ~ { ~ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROl. PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW SCOPE OF WORK - PROPOSED CONSTRUCI'iON ITi~i# / WOllKA~~ [ Ye~ No a. What is the Total Area of the Project Parcels? I Will this Project Retain All Storm-Water Run-Off Ito eTota,^ aaofa, a , in the Scope of Work for Proposed Construction) (a.F./,~re~) (33~is item will Include all mr>off created by site b. What is the Totol Area of Land Clearing cisaflng andlor construu-.tion activities as well as all alta Improvements and the permanent creation of and/or Ground Disturbance for the proposed ('~ ,,~ ~F Impe~ous surfacss.) coastrucflon activity? (aJ:.; ,~,~s) 2 Does the Site Pisn and/or Survey Show Ail Proposed DI~CIIlI~ION ~ ~ ~# "' N,a~) Drainage Structures Indicating Size & Location? This ..~ PROVIDE BRIEF PROJECT Item shall include a I Proposed Grade Changes /~/~/ 5'/P/,'J ¢,, /2~c~'F=["~ ~" 3 StopaaContro,lnoSu~caWatarF~w. Does the Site Plan and/or Survey desoribe the erosion and aed~ment co~b'o~ Pint,cea thet wi~ be used ta contrel site erosion and storm water discha~es. This ~O:F- Ja ~/,~':/=-(~ C.~,c~--~/./~' 4 Will this Project Requim any Land Filling. Gradingor r~ Excavation where them is a change to the Natural /~/-,~,'g~F ,.Cf' / of Material within any Parcel? 5 Will this Application Require Land Disturbing ~ctivities ~ ' Encompassing an Ama in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the r~ site? is this project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or~ -- General DEC SWPPP Requlmmenth: Beach? Submlssio~ of a SWPPP is requital for all Ccnstmction activities invoMng soil disturbencss of one (1) or more acme; iactudfng disturbances of tess than one acre that 7 Wilt there be Site preparation on Extsgng Grade Slopes are prat of a isq~er common p~an thth will ultimately disturb one ~ more acres of land; which Exsaed Fifteen (15) feet of Vertioal PJsa to ~ thcluding Construction acflvffies invotving soil disturbances of less than c~e (1) ac~e where One Hundred (100') of Horizontal Dlstaqce? he DEC has detem'drmd that a SPDE$ permit is required for stom~ water discharges. SWPPP's Shall meet the Mlllimum Requir~ne~s of the SPDES General Pemlt 8 Will Driveways, Parktog Areas or other Impervious for Storm Water Dtsc. herges from Conelructton ec~lvity - Permit No. Gp-o-'I0-~01 .) Surfaces be Sloped to Direct Storm-Wa~r Run-OffI~1 1. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted fo the Department prior to the commencement of constmc'~on ac~vlty. 9 Will this Project Require the Flacement of Material, 2. Tbe SWPPp shall describe the erosion and sed'~mect control Pmctk:es and wbem Removal of Vegetotion andlor the Conslruction of any N required, pest-constmcflo~ storm water management pmcllces that will be used and~' constructed to reduce the pollutants in storm water dissharges and fo assure Item Within the Town Right-of-Way or Road Shoulder~ compliance with the ton'ns a~l conditions of this permll, In addiflor~ the SWPPP shall Area? ~a i~ wth No~ I~lude the Ir~talmlee ~ ~ .................... · (~ of ~div'"""'"'"~'~'~'~a) ...... , ........ And that he/she is the {owrmr. ~o1~. etc.) Owner and/or representative of the 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 application fded herewith. that the work will be performed in the manner set fo~h in the Sworn to before me this; . ........... ..................... ..................... uhhc: ........................... .... ::": :'-::'~'~;~;i c"gt~'~'l~'~w ¥0r~ .... =ORM - 06/10 BUILDING PERMIT EXAMINER CHECKLIST Appncant: . ~' v/"~::w'~ ~ Owner: a ~/)_ol0ff~ ~ ~ /~ ~7~ -~4~ Estimated Cost: scm#,ooo- 31 - 6 __ tg Subdivision: ~ Zone: t~'-~A° Conforming?. Property Address: ~ ~00/lq ~v~.__ /~ City: ~'-~/7//~e COs? __ *Date Submitted: ~-'-'~ It Date Reviewed: Building Permits (Open/Expired): BP__ -Z / C/0 Z- , Info: BI> __ -Z / C/0 Z- , Info: BP __ -Z / C/0 Z- , Info: Single& Separ~A~ Search ~l~equired?ff ,~ Yoq~ Determination:' :~Q Lot Size.~.l#re~'/%; ^CT. LOt Size: ___ REQi Front "-ACT. FrOnt REQ Side ACT. Side REQ. Height ACT, Height. R ~. ~, tto:t~_ $1b~5 BP __-Z / C/0 Z- , Info: BP -Z / C/0 Z-__, Info: __ REQ. Lot Coy. __ REQ. Rear__ . ACT ACT: Lot Cov. PROP. Rear If yes, water body:'~ - Panel# ~-- Flo~ Zone: ~' Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED · Suffolk County Health: Y or If yes, *Bed#: __*Date: / / *Permit#: Town Septic: Y o~ - If no, certification required: Y or N Received: Y or N By: NYS DEC: eas-nec~at7s Y or'f) Date: / / Permit ~: Southold Trustees: Y. 0r~- Date: ~/~/ Permit ~: Southold ZBA: Y or~- Date: / /~ Permit ~: Southold Planning: Y or~- Date: /~/~ Permit ~: - Notes: Town Landmark C of A: YR.~TE: / / *~S CODE Compliance (page 2):~r N / ' ' ' · ' ' / or NJ Letter - Notes: or NJ Letter - Notes: - Notes: Fee Structure: Calculation: Foundation: ,5'lq SF First Floor: Second Floor: ~/ g' _3 SF + Additional Fee ( ): $ Other: SF SF X $ =$ Total: 3 O SF + Initial Fee: $ CL 0~ 0 ~ ~c-o, o o + Additional Fee ( ): $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: . Ground Snow Load: 90 Weathering: Severe __ D~sign Temp: 11 - USE/OCCUPANCY CLASSIFICATION: · Frost Depth: 36" __ · Ice Shield Underlay: Y]~ ~ ' HEIGI:IT/FIRE AREA: Wind Speed.'. 120MPH__ Seismic Design Category/B . Termite: M-H Decay: S-M Flood Hazards: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE FULL FRAMI]XlG DESIGN ELEMENTS: Y/lq HEADERS: Yf~ WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: LUIM[BER SPECIES AND GRADE: Y/N GIRDERS: Y/N ROOF IL6YTERS: h WEqDOW AND DOOR SCHEDULE: 0m NIISSLE TEST RlgQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: ¥/N XrENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING KISER DIAGRAM& LOCATION OF FYR3E PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERT~ICATION: Y/N ENERGY CALCS: Y/N TOTAL cOMrLIENCE?~)N (RETURN TO rAGE ONE) REScheck Software Version 4.4.1 Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 BLDG. DEPT. TOViN OF SOUTHOLD Construction Site: Owner/Agent: DELLAPORTAS 8100 MAIN ROAD EAST MARION, NY DesignedContractor: Mark Schwartz, Architect P.O. Box 933 Cutchogue, NY 11935 631-734-4185 mksa rchitect~tonline, net Compliance: 0.3% Better Than Code Maximum UA: 382 Your UA: 381 Floor 1: .N~.Wood Joist/T~ Uncenditk,,',~t Space Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 2: Glass Wall 2: Wood Frame, 16" o.c. Window 2: Wood Fra~e:Doui~e Pa~e with Low-E Door 3: Solid Ceiling 1: Flat Ceiling or Scissor Truss 1151 21.0 0.0 51 1570 15.0 (]l.g 105 147 0.300 44 20 0.280 6 44 0.310 14 877 15.0 0.0 54 158 0.300 47 20 0.280 6 1151 21.0 0.0 54 Compliance Statement: The proposed building design described here is consistent with the building plans, specifice§ons, and other calculations submitted with the proposed building has been designed to meet the 2010 New York Energy Conservation with the mandatory requirements listed in the REScheck Inspection Name -Title Dat~ f / Project Title: Report date: 04/15/11 TYVEK FLASHING HARDI PLANK AZEK BOARD TRIM ON LEAl) CON&ENT BE~/ORE ' ELECTRICAL CERTIFICATE'OF 06'CuR~N~Y SUPPLY SYSTEM CiANNOT -" ~' '- APPROVE0 AS NOTED o &WAT~ER' Jl~S~ D i I TEb-'TING BEFORE ~O~I~ING HOTIFY BUILDING D~PAR~ENT AT T~5-1~02 8 AM TO 4 ~ FOR THE ~ FQLLO~NG INSPECTIONS: 1 FOUNDATION. ~ REQU~D , , ~, FOR ~URED CONC~ ' ........ .... ~ : i ~ ~ RQU~ - F~ING~ PLUMBING, :~=~:. ~ mm Imlm ,,= am mm mmmm mmlm ~O~STATE mT~m~Fm , ,,, ~ NEW YORK STATE & TOWN COD~ AS REQUIRED ~u ~ ....... ~,~ -- ~ S0~ TOWN ZBA ~/~ soL~s WESTELEVATION j ..... ~m ~ ~ ,~",' , ~/. , - .... ~ SOUTH EL~V~TZON DR~EL~,LOCA'FIONTOBE~RIFIEDINFIELDWITH ~g~ ~ ~ D~ ~'I/MS SCALE: 1/4" = 1' ~ ~ REVISIONS' [7'-gCLG. HT. 9 STAIR HALL: .[Mow~,om~ LN~ALL3J4"SUBFLOOR, UNDERLAYM~T,*2 RED ORA FLOORING ~SANDfiD,~ALEB, 2COAT~ POLYUR~ATHANErlNI~H), ~ I 1:~ I FAMILY ROOM J " ~ ~ ,, , , - ~ NORTH PORCH: ,, ~ SCALE: 1/4": 1' WALL LEGEND EXm,mG - ~ ATHl~kl O. ~ ~: REMOVE FLOORING AND SUBFLOOR, [N~TALL 3/4" SUBFLOOR, NE~ TIUNG W~TH GROUT (~EALED). TILE TO ~E SELECTED BY OWNER. PROVIDE TiLE ALLO~ANC E REMOVE FLOORING AND UBPLOOR N TALL 3/4'l SUBFLOOR, UNDERLAYMENT, #2 RED OAK FLOORING SANDED SEALED 2 COAT5 POLYUREATHANE FINISH), STAIR HALL:~A~ AND RAILING TO ~E REPAIRED AS NECESSARY ~E-~INSH RAILING, ~PINDLES, AND AlL ~AIR~ORK. REPAIR AS NEEDED, SAND AND RNISH, REPAIR, PATCH, ~ ~ ~ ~C ~ ] Iii ~ J Jl',l ',l ~l ] : ~ REP~CE ~AL~ AND CEILING A~ NECESSARY, J CLOS~ TO HAVE SAME SPECIFICATIONS AS BEDROOM. [~ALL NEW SHELF AND ROD. BEDROOM N O. 3. EXi~iNG WIN bO~ SASH TO BE R~MOV[D (FR~E TO R~MAIN). IN.ALL ANDE~EN 400 5ERIEg WOOD.RIGHT DOUBLE HUNG INSERT WINDOW, WINDOW AND = ~ ~,, npA RATED 5,lEiTH IU G ALL R~P~CEMENT WINDOW~ $HALL FIT IN EXISTING F~MED WINDOW OPENINGS ACTUAL SIZE TO BE VERIFIED BY CONT~CTOR PRIOR TO ORDERING. U~E ~PICAL DOOR OPENING ' (LESS THAN 4"0XB"O" OPENING) I - /' 'm Li_: n n n .... - b III II , - ~ , ~ ,__~l I I ~ , ', I~ ~ ~ ' , "~ : ~EDROOM N o.l ~ ~ Il , ~ ~ ~ ~ __ ~ / ~ III,.11 ,, ,~ ~,~o ~ ~,~, ~ ~1 II ,, ~ . II II II II TYPICAL MULTIPLE OPENINGS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) COVER GLAZED OPENINGS WITH A'F-ACHNENT HARDWARE PROVIDE[3, (PJ=FER TO SECTION 1609.1.4, 160g.6.5 AND TABLE 16Dg,1,4 OF N,Y,5. RESIDENTIAL .A,D,~ARE .OST AC*.PAN, *,~E"' ,OR 'NBT*L'*T'O". PLUMBING SLOPE" ' 14" PER FOOT PITCH TO DRAIN N.T.S. SCHEMATIC REVISIONS, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLO~X;ING OR APPROVED UEP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOI.LO~ MANUFACTURE'$ RECOMMENDED INSTALLATION IN~ERUCTION S TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACI~. ~ 4" D[ M CRIPPL~ STUD - CLIMATIC & GEOGRAPHIC DEI[GN CRITERIA ~FTSR O ~ PO~ ~ and nuts at 16" ~ALL ~UD O ~ ~ALL ~UO ~ O HANDRAIL CONNECTION ALL HANDRA[~ SHALL BE CONTINUOU~ THE PULL LENGTH A4 NAIL NAIL NOTES JOINT DESCRIPTION Q~FY, ~PACING RAFTERTO 8'k'0ALL: 3-Bd COMMON EACH TOE-NAIL NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING TOP PLATE TO PER 2 - 16d COMMOE PACE NAIL TOP PLATE FOOT JOINT DESCRIPTION NAIL NAIL NOTES QTY ~PACING JOIST TO: 4 · Ed COMMON PER TOE G '"( ' x O" -'S WIND FRAMING NOTES NAILING SCHEDULE [N¥SCODE:2OIOED'T'ONI PLAN CONTENTS: -- J ' ROOF FRAMING: occuPANCY CLASSIFICATION R3 RESIDENTIAL ~' '~ 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafter~ in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL D~)gELLING When a collar tie is used in leu of a ridge strap, the number of lOd common nails required I QTY. SPACING (SEE PLANS] CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8' WALL: 3-Bd COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION ISEF P~NSl 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B' WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid, not a substitate Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rat[er or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT BBC HIGH WIN D EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - BBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS. CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE i AS PER TABLE 3.4 EACH FACE : DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - BBC END NAIL I ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be a[~ached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - Bd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF {GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 . 16d COMMON EACH END {LIVE LOADS PSF) ROOMS {OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL 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 construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAre 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL NOTES GAURDRAILB (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTy. SPACING (DESIGNED FOR CAT. precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or impBed in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATES AT JOINTS FACE {ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for iNTERSECTiONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabrac~ed fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 D.C. NAIL FIRE PROTECTION Sym.: attached with Bd common nails at 6" D.C. at the panel edges and 12" o,c, in the field, and 16" D.C. FACE~ {SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8), Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECI(. 6). TYPE I' EXTERIOR SHEARWALL CONNECTIONS: BO,'OM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES:Typ,II exterior shearwalls shall meet the requirements of table 3,15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND: SEISMIC FROST WINTER ICESHIELD 1). The General Contractor and Mason to review plans, elevations, details and notes to FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMIN G:sNOW SPEED : DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD {MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES 2). All footings to rest on undisturbed {virgin) soil. intenor shearwalts are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY, SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO I1 NONE 2.4.4.2 and 2.2.4 respectively. PER TOE TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas, 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIN D LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existing concrete structure shall with table 3.$. Window s[B plates shall be have steel connectors [n accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with//5 re-bar, 18" long at 12" D.C., Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON SEE NOTES: 1 ( BOTH FIELDS) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON 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 slaall either be notched and BLOCKING TO: 3 - 16d COMMON BLOCK NAIL 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE along the open ceiBng part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMOI' EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C Bd COMMON @ 4" O,C. SEE NOTES: 1,3 JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area.NOTES DECK AND COVERED PORCH NOTES:JOISTON LEDGER PER TOB 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 3 - 8d COMMOI~ JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A &mil polyethylene film shall be applied over 1). Unless otherwise noted, air framing material to be #1 ACQ pressure treated lumber, BAND JOIST PER END the below grade portion of exterior walls prior to backfiJBng. All fasteners, hangers and anchors to be gaJvinized or stainless steel, TO JOIST 3 - 16d COMMO]~ JOIST NAIL 1). For roof sheathing w[[hin 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: 2 - 16d COMMOi' PER TOE NAIL the 4 foot perimeter edge zone attachments required shad be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. i SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter / 1russ framing members wilh G>0.49. FRAMING NOTES into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ROOF SH EA' FHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches D.C. NAIL NAIL 1), A}I framing techniques and methods as prescriptive design of current BBC High Wind 3). Fost~ supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch D.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" diax 8" long anchor bolt with washers and nuts. Foetings Shall be 3 ft. AS PER TABLE 3~8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o,c. 2}. Unless otherwise noted, all framing and structural wood material to be #2 + HTR, below grade. Porches with covered roofs shall have 12'r dia. concrete piers for the girders, STRUCTURAL PANEL 8d WFCM- SBC WALL SH EATHIN GREQUIREMENTSFOR WIN D LOADS: I NAiL SPACING NAIL SPACING AT INTERMEDIATE NOTES Douglas Fir. 4). Deck joists to have blocking at B'0 D.C.. CEILING SHEATHING: SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3), Floors, walls, ceilings and rafters to be spaced at 16 inches D.C. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. 7" SPACINGo.c. EDGE 4' EDGE ZONE 8d COMMON ~ 6" O,C 8d COMMON @ 12" O.C, SEENoTE:NOTES:2 1,FOR3 (PANELBOTH FIELDFIELDS) where needed. GYPSUM Sd COOLERS INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" D.C. SEE NOTE: 3 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 +BTR, Doug. Fir. WALLBOARD 10" O,C, FIELD I Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6), Concrete piers shall be a minimum 6" above grade- openings. LVL headers to have (3)]ack studs and (21 full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wale window sells shall also have (2) window dll plates for 2x4 wall 7). All joBts to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and B'9. Provide fire to girder(s)' JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO JF MENT'ONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING B). Covered Roofs shall be assembled and anchored the same manner as a typical build[nB. STRUCTURAL 8d COMMOB AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). AIl flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - BBC be used. anchors where applicable to all connecting joists. PLUMB lNG NOTES 7/1~,, ebb 6d COMMON 3" D.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub~ 1). A11 water supply, drainage and venting to be installed as per N,Y.S. Residential PLYWOOD 6" O,C. FIELD 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud framing members with Floors ~o have ceramic tile installed shad be verified for proper load capacity unless noted Construct[on Code. GYPSUM 5d COOLERS 7" D.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches D.C. on plans. WALLBOARD 10" O.C. FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails, 7). Provide 2- 1-3/4" thick microlams ( he ght to match floor joist ) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joi~ts are cut out during instal[at[on for any plumbtng related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the sfructure. Verify with the JOINT DESCRIPTION QTY, SPACING , 6" O.C. EDGEEXISTING CONDITIONS. MINIMUM 3000# CAPACITY. where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hose size and spacing permitted. STRUCTURAL PANELS 8d COMMOt ,12, O.C. FIELD 9). Provide blocking/bridging in floor )oists at 8'0 D.C.. Use solid b[ocldng in floor joists HVAC SY ST EM N eT ES 1,, OR LESS ,). ,ReV,DE E/"" TYPE-X SHEFrROCI~. FIE STOmNO AT m'a ~4^X,MU~ under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: ,, USE SlMP~ON HANGER~ AND ANCHORS WITH 2-MA× TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ 10). Provide insulation baffles at cave vents between rafters. Install draft blocldng as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed, 2). HVAC subcontractor is to fully coordinate all system data and requiremenB with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwBe noted, ab roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment suppBer. 1). Nailing requirements are based on wa[J sheathing ,, required by current NYS Residential Code- FlaEELOCKING REQUIRED CDX exterior sheathing grade plywood, Plywood to cover over pbtes and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing F[reblocklng shall be provided to cut of[ all con~ealed draft openings (bo~h vertical and horlzonlalj adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, I). In concealed spaces ~Sstud wails and pal,[lions. Indudmg f,rred spaces, a, the ce,ling 13), All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2}, Ali electrical work shall be approved by a qualified Unde~vriter. members,the tabulated number of nags shall be permitted drop celllngl and cove ceilings 14]. Alt roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or N.Y.S. Residential Construction Code. under ,re,r, ,h,II c.rn~ly ~"h mrm.t N.¥.S.R.s'd.~fl.$ ~.d. 16). AB sis plates and wood in contact with concrete to be presmre treated. S iD plates to NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL: 3-Bd COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS 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 EACH TOE 2 - Bd COMMON TO RAFTER END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT (SEE I~LANSl TOTAL SQ, FT, OF CONSTRUCTION ISFF PLANSl PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA CURRENT BBC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS. CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF {GROUND SNOW LOAD) 20 {LIVE LOADS PSF) ROOMS {OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRB 40 GAURDRAILB (ANY DIRECTION) 200 EXPOSU RE CATAGORY (DES:GNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION {ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANB AND WINDOW SCHEDULE Sym.: FIRE PROTECTION {SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES TOP PLATE TO PER FACE NAIL 2 - 16d COMMON 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 D.C. NAIL HEADER TO 16d COMMON 16" D.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL DOlT'OM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING JOIST TO: 4 - 8d COMMON PER TOE SELL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - ~6d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMOF JOIST NAIL JOIST ON LEDGER 3 - 8d COMMOI~ PER TOB TO BEAM JOIST NAIL BAND JOIST PER END - 16d COMMOI~ TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMO? PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEA'['HING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING AS PER TABLE 3,8 STRUCTURAL PANEL 8d WFCM - BBC NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 6" D.C. SEE NOTES: 1,3 SEE NOTES: t ( BOTH FIELDS) INTERIOR ZONE 8d COMMON ~ 6" O~C 8d COMMON ~ 12" D.C. NOTE; 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" OI c 8d COMMON @ 4" O,C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON ~ 6" O,C 8d COMMON @ 12" O.C, NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON (~ 12" D.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 Bd COMMON PANELS WFCM - BBC 7/16': eBB 6d COMMON 3:' D.C. EDGE PLYWOOD 6" O,C. FIELD GYPSUM 7" D.C. EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD