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Home My WebLink About35466-ZFORM NO. 4 TOWN OF S0UTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Mall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34642 Rte: 10/28/10 THIS ~KI(TIFIES that the building DECK ADDITION Location of Property: 3657 ROCKY POINT RD (HOUSE NO.) County TaxMap No. 473889 Section 21 Subdivision EAST MARION (STREET) (HAMLET) Block 6 Lot 6 Filed ~4ap No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 31, 2010 pursuant to which Building Permit No. 35466-Z dated APRIL 13, 2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. · ~ne certificate is issued to WILLIAM & SUSAN STAMATIS (OWNER) of the aforesaid building. SoF~OI~K COD1TTYDEPARTMENTOF HEALTH APPRO%rAL B~-~t-I-KIC3~L C~K'rIFICATH NO. pLI~4BERS c~KTIFICATION DA'r~U N/A zed/ignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~DING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35466 Z Date APRIL 13, 2010 Permission is hereby granted to: W & S STAMATIS 3657 ROCKY POINT RD EAST MARION,NY 11939 for : DECK ADDITION TO AN EXISTING DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 021 pursuant to application dated MARCH Building Inspector to emcpire on OCTOBER 3657 ROCKY POINT RD EAST MARION Block 0006 Lot No. 006 31, 2010 and approved by the 13, 2011. Fee $ 200.00 Rev. 5/8/02 ORIGINAL 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. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect 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 cot/sent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of/Occupancy- $50.00 5. Temporary Certificat¢of Occupancy - Residential $15.00, Commercial $15.00 / Date. New Construction: 'x] Old or Pre-existing Building: (check one) Location of Property: 3~-7 Street Hamlet Owner or Owners oferope~y: ~; [[2 ~ 5 ~'~ Suffolk County Tax Map No t 000, Section ~~/ Lot Subdivision Permit No. ~'zttb/~-~' ~ Health Dept. Approval: Planning Board Approval: Request for: Date of Permit. Temporary Certificate Block Filed Map. ] Lot: ~ -Il0 Applicant: ,~_ Underwriters Approval: Final Certificate: ~/ (check one) Applicant Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTAI~I' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~.-- ~-~-- / o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAFI~N6 FIREPLACE & CHIMNEY FIR[ ~mTJ.T CO. STRUC'nO. [ [ ] ROUGH PLBG. [ ] IN'ON [ ~I~NAL [ ] fiRE SAFETY REMARKS: DATE ~ INSPECTOR Peter T. Podlas, Architect, PC P. O. Box 1058, 4 Laila Lane Remsenburg, NY 11960 Telephone: 631o325-0929 Fax: 631-325-1323 www pe~erpodlas.com TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL · SOUTHOLD,~Y 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined ,20 Approved Disapproved a/c ,20 Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval _~Survey Check ~.~13 Septic Form N.Y.S.D.E.C. Imstees Flood Permit Storm-Water Assessment Form Contact: Mail to: I~; Phone: ~ ~ ~~~.~~) Building Inspector 3ATION FOR BUILDING PERMIT Date ~¢,,~ 3 ! 20/D INSTRUCTIONS filled in by typewriter or in ink and submitted ro 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 pemfit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not b?en completed within 18 months from such date..If no zoning amendments or other regulations affecting the property' have be~n e~acted in the interim, the B~ilding Irlspector may ahthoh;~e, i~ writing, the extension of the permit for an addition, slx montks.,~hereafier, a new permit shall be required. , APPLICATION IS HEREBY MADE to the Building Department for the issu~fnce of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suftblk 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.~_~ff~/,~~ · ti [S~gnature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises [k~; ltlo,~,,4. _~_Sct ~,1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name arid 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 County Tax Map No. 1000 Section Subdivision Hamlet Block Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed coi~stn)ction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost Addition Other Work Alteration Fee ~2OO (Description) 5. If dwelling, number of dwelling units /J/'~ Number of dwelling units on each floor If garage, number Of Cars 6. If business, commerCial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height. Number of Stories Dimensions of same structure with alterations or additions: Front . . .; Depth Height, Number'Sf Stories 10. Date of Purchase (To be paid on filing this application) Depth Rear Dimensions ofenti,re new construction: Front ~e ~,'r'r~e~4! · Depth Height Number of Stories Size of lot: Front /¢'~ ' Rear [~'~ · Depthl 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 I~: {~t~. ~l'~l~"l~ddress~ffi~Ll~Phone No. ~) Name of Architect ~t~¢wJ~e~[~; Address Phone Name of Contractor ~),~r';~ ~ral ~ Address Phone No. ~$ t - 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.'PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. NO ~/ 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 v/' · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O~XA~ ~ [.t.) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ... C0i~l~l[ D BUNC~ ~0tary .Public. State of ~w ¥~, (S)He is the I~ }4~1~ 0ua~°'.0~1~6185056'' '~''' (Contractor, Agent, Corporate Officer, etc.) C0,.miss on e×Oires 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 tree 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. S~vom to before me this "~[.%aL dayof (~x'~LqC~ Notary Public Signature of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD ow.E. , s'rREEr ~ ~'b-? V,L~E D. ST. SUB. I FRONTAGE ON WATER TILLABLE DEPTH BULKHEAD HOUSE/LOT TOTAL 2~-6-6 01~ COLOR TRIM ! M. Bldg. Foundation c.s"'c' Bath ~ _?~si°n ~,~ ?,~.,- Basement ~iL,~IC~WL Floors Kit. Patio ~ ~ Woodstove ~ ~ xO~ ~ ~ i~ [~ Rooms 1st Floor BUILDING PERMIT EXAMINER CHECKLIST Applicant: SCTM# 1000- ~'1 ~ {~ Subdivision: Property Address: *Date Submitted: ~ -3 [ -/o Date Reviewed: Estimated Cost: Zone: /~_~0 Conforming? Building Permits (Open/Expired): BI' ~(o-z / C/0 z- 3~ ~ 3~_, Info: BP__-Z / C/0 Z- , Info: BP -Z / C/0 Z- Single & Separate Search Required? Y o~)Determination: City: ~--a~/ff~-o"~--Pre COs? A ~:~ BP -Z / C/0 Z- , Info: Info: BP__-Z / C/0 Z- , Info: REQ. LotCov. ~o ACT: Lot Cov. __ PROP. Rear REQ. LotSize: '~'0~ ooo ACT. LotSize: ~5~)~33 · h~ '~REtcQ Side ,,% .ACT. Side. -~./, g" REQ. ~,' ~g '.~-~,s~ , 'g,._. )ti .~ ~ /qfftg, ~ 4t~2'- ~ Waterfront? Y o~} If yes, water body: Panel// "-'- Flood Zone: ~-' Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Yo Ifyes,*Bed#: *Date: / / *Permit#: - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or~- Date: Southold Trustees: ¥o~ Date: __ Southold ZBA: Y ov~- Date: / Southold Planning: Y or/~- Date: __ __ Town Landmark C of A: Y or~)DTE: __ __ Town Septic: Y o~ / / Permit #: Pernfit #: Permit #: Permit #: / or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: *NYS CODE Compliance (page 2)~r N Notes: Fee Structure: Foundation: First Floor: Second Floor: Other: Total: Calculation: SF 1.( SF SF SF 2.( SF SF)- ( SF)- ( SF)= SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ SF)= SF X $__=$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL:$ bT~oo, aD NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: d)~ · Ground Snow Load: 20 Weathering: Severe __ Design Temp: 11 USE/OCCUPANCY CLASSIFICATION: · HEIGHT/FIRE AREA: a ~ Wind Speed~ 120MPH__ Seismic Design Category." B . · ·Frost Depth: 36" __ Termite: M-H' Decay: S-M · Ice Shield Underlay: YES Flood Hazards: TYPE OF CONSTRUCTION: DESIGN CRITERJ. A: ENGINEERED~ FULL FR33vIING DESIGN ELEMENTS~)N HEADERS: Y/N WALL sTUDs: YIN CEILING JOISTS: YfN FLOOR JOISTS: YfN LU~BER SPECIES AND GRADE: Y/N GLR_DERS~ YfN ROOF RAMMERS: YfN WINDOW AND DOOR SCHEDULE: ,MIS S LE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N ~rENT 4%: YFN NAILING/CONSTRUCTION sCHEDULE:~N MEANS OF EGRESS: t¢ PLUMBING RISER DIAGRAM: Y~) LOCATION OF F129d~ PROTECTION EQUIPMENT: TRUSS DESIGN: Y~ Ok CERT~ICATION: Y~ 0~ ENERGY CALCS: Y~ ~ TOTAL COMPLIENCE?~N (RETURN TO PAGE ONE) . Town o__ f $outhold Erosmn, Sedimentation & Storm-Water Run-off A88E$$MENT FORP~ PKC~ERTY LOCATION: $.C.T.H. ~ THE FOLLOWING ACTIOH8 MAY REQUIRE THE ~_~_~u__,_~_~!_~.. OF A IIsm Numben (NOTE: A Cbeck Meek (~') for eaeh Quesllee Is Requlrad fm a Compiste Appllcatiee) Yes No 1 Will this Project Retain All Storm-Water Run-Off Generated by · Two (2") Inch Rainfall on Site? (This item wtll Indude ell mn-off ~mated by site cleeflng and/or ~s/mcflc~ ac~Mties as well as all Site Improvements and the permanent cma~o~ of/m~ sun'aces.) 2 Does the Stie plan and/or survey Show NI Propoeed Drainage Slmcklms indicating Size & Location? This Item shall Include all Proposed Grade Chan~e~ end ,~3pas Controlling Su~ace WatefFIow~ 3 - Will this Pi'oject Require eny Land Riling, Grading or Excavation wbere them is a cbenge to the Natural Existing Grade InvclvIng mom than 200 Cubic Yards of Maisrial within eny Parcel? Fwe Thousand (5,000) Square Fast of Ground Sudaoe? Is this Pmjec< within the Trustees ju~sdlcflon or within One Hundred (160') feet of a Wetland or Beach? 6 oneWill themHundredbe Site(10ff)pmparati°~of Hedzuntal°n ExistingDtstance?Gmde Slope~ which Exce~l Fifteen (15) feet of Vertical Rise to 7 Will Driveways, Parking Areas or other Imbe~lous Su~ be Sloped to Direct Sto~n-Watef Run-Off Into and/or in the direction of a Tow~ fight-of-way? any Itam Within the To'~m Rl~ht-.o~-W~y or ~1 ~ ~? ~This Item will NOT Include the Installation of Ddveway Apmns.) Will this Projec~ Requlm Stie Pmpamtiun within the One Hundred (100) Year Floodplain of any Watercoerse? r~-i L~_// NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark In the Box, a Storm-Water, Dmlnege. & Eruslon Control Plan Is Required end Must be 8ubmlifed for Review Prior to Issuance of Any Bulldthg 9 EXEMPTION: Yes No Does lhis projec{ meet the minimum standards for classlf~ation as an Ag~:ulkmal Project? Note: if You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requlmdt __ / STATE OF NEW YOP-,.K, That i, ... ~. ~.. [ .t. [ ...~';Y~...~.~... ~..'~../..'.~.. ........ :.. be.~' duly sworn, de'poses ~d ~ ~ h~she h ~e ~p"~t for P~ (N~ ~ ~ ~ ~) CONNIE D. ~UNCH .......................................................... ~ ..................................... ~.'0fBU6~ .................... (~'~,~~,~) Qualifi~ in Su~lk.~un~ · ~ Sworn to before mc this; ...... ........................ .................. No~'y Public: .......................... . '} (stg.ature of FORM - 06107 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0939 Telephone (631) 765-1802 F,xx (631) 76,~-9502 B1 ;ILDIN(; DEPARTMENT TOWN OF SOUTHOLD October 14, 2010 William Stamatis 3657 Rocky Point Road East Marion, NY 11939 TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: ""NJ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. x'xJ A fee of $50.00. __ Final Health Department approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 35466-Z deck TAX I.D. No. 1000-21-06-06 JOB No. 02-09 1J~5 9: ~ ex~sf~n e~.~-'<t °'~ 1.$:yY $ Unauthorized olterotlon or oddltion to this document is o violation of Section 7209 of the New York £ducotion Law. Certifications indicated hereon shall run only to the person for whom it is prepared and on his behalf to the Title Company, Governmental Agency and Lending Institutions listed hereon. CerUficotions are not transferable to additional institutions or subsequent owners. Copies of this document not bearin§ the professional's inked seal or embossed seal shall not be considered o volid true copy. T~e offsets [ or dimensions ] shown hereon from structures to the property lines ore for o specific purpose and use end therefore are not intended to guide the erection of fences, retaining wall, pools, pot/os, planting areas, additions to buildings, or any other construction. The existence of right of way~ end/or easements of record, if any, no[ shown ore not guaranteed. CERTIFIED ONLY TO: Bill Stamatis SURVEY PURPOSE: Bldg Permit - Deck DESTIN GRAF P.L.S., P,C. P.O. BOX 704 ROCKY POINT, NEW YORK 11778 PHONE [6,31]-821-3442 FILE MAP No. 8759 06/07/1989 SURVEY OF: LOT 6 MAP OF EAST MARION WOODS EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SURVEY DATE: 02/02/2010 SCALE: 1"=50' BY Destin G. Graf N.Y. State License No. 50067 2.01 2.02 Excavation shall ba sufficient to provide ~11 design dimensions or to allow for formMg as required. All ~ootings to bear on virgin soil, pressure assumed bearing cap 2 TOF. Backfill and compaction, use clean earth containing no organic matter, well graded. Fill beneath structure shall be compacted to q5% densl~ es per ABTM D 155'7 Hathod D. Backfill shatl not be placed against the existing ~oundation walls until the concrete Is of a sufficient strength and the wails are braced at both top and bottom bg flaming lumber or temporar,.J bracing. 3,00 5.01 Drainage at footings - as required 4" diam. perrorated plastic pipe !o dr~ waif If soll conditions require It. Backfill shall not be placed against the existing foundation walls until the concrete is o~ a sufficient strength and the walls are braced at both top and bottom b~ flaming lumber or tempom~ bracing. CONCRETE Goncrs~ ~rk shall con~rm to American Concurs Institute Standard. 5.02 Concrete shall be a min. 3000 psi class @ 26 da~ unless noted othe~lse. Porches steps, steps, garage floor to be 3500 psi. 5.05 Reinforcing Rods - ASTM A-305: &l& x10110 k',iVqF ABTM A-165. Reinforcing in footings only where variation in soil conditions require, and where soft does not provide 2,500 psi or noted othen~{se. 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation has been designed for grades less than 5%. 3.05 VaporBarrier4mll. polyathylenesheatlapalledges6", Membrane waterproofing sha~l be Installed on all sub-surFace exterior foundation walls. 5.06 Footings et dKferent levels shall be stepped and the step rise and run shall be a maximum slope of 1 vertical to 2 horizontal 4.00 4.01 4.02 5.00 5,01 5.02 5.03 MASONRY Concrete Hasonrtj Units shall meet ASTH C-gO grade A; solid block ASTH C-143 grade B, Bhapes as required; 26 da~s old before Installation, Hinlmum net compressive strength of block to be 2300 psi. Parging- 1 coat Portland cement parging on above grade CHU. Sponge finish ¼" at masonn.J walls below grade. MET^LO Anchor boils shall be 516" diameter embedded T' In poured concrete and 15" in unit masons. HIn (2) anchor ~olts per,section of plate. 12" from each end with inter- mediate bolts as per chart on seat A-2., IV[eta[ Joist Hangers and Try-Downs shall be used at all Joists with direct bearing. 16 GA golvonlzed steal Use oil nails provided b,.j manufacturer. B~ Bimpson or equal. All framing to receive hurricane clips and tie-downs ae per sheet A-2, Nails - number and ~pe for each application as called for In the I~IFCH (see sheet 6.00 6.01 6.02 6.03 6.04 6.05 6,06 6.01 6.06 6.0q b. lO 6,11 6.12 6.13 '7.00 T.01 1.02 .1.04 ~OOD Bill Plate - MCA treated to meet American P4ood Preservers Institute standard. Termite shield - Copper Kra~ Floor, ceiling Joist, roo~ rafters and girders - some grade ond construction as for structura~ lumber noted below Bridging - wood cross bridging * as required by code. W-O" O.C. Ro~Trusses - designed and manufactured to meet all applicable codes. Provide shop qrewlngs sealed ~ a Profossional Engineer; ~abrication certified by engineer prior to installation. Floor Deck - 516" pl~.uood, standard C-D-X DFPA, direct bearing at edges. Provide ~" plty~uood finfsh undsdagment belctu all vinyl flooring or equal. Glue to Joists. Deck - %" pl~J. uood C-P-X DFPA, exterior glue. Sheathing - 112" plLymood C-D-X DFPA, exterior glue Wall 5tuds - 2 x6. Bee ~amlng and plans For spacing. All structural lumber shall have 1100 · bending stress; t,600,000 modulus o~ elasticity and max lq% moisture content, Doug Fir No. 2 unlesslnoted otherwise. N/A Vinyl-clapboard/shingle siding - opplied over 15 lb. fait or Tyvek. N/A Plktuood - all plywood used structurally shall meet the per6ormanca standards and all other requirements o~ applicable UB Commercial Btandards ~or the ~pe, grade and species of plywood and shall be so Identified by an approved testing ageno..J. Provide double Joists under ell parallel partitions. Provide (2) 2" x 10" headers min. over ant.J window, door opening or any opening with double uprights, quO" and over with triple uprights, unless othertulse noted, 5es Header Schedule A-2 Ali pre-engineered lumber shall be Ereorgla Pacific CPI series wood I-beams and LVL products or equal. All Joist, girders and headers shall have bearing stiffeners installed as per manufacturers recommendations, v'leb stiffeners shall be required at all load and bearing points at a minimum. Handling. storage and erection of components shall ba aa per manuPacturer's recommendations, THERHAL AND MOISTURE PROTECTION Oempprooflng, brush apply one coat of asphalt emulsion to exterior of oil below grade walls. Also odd vapor barrier as per 3.05. 5111 Baal - ½ x 5 1/2 compressible fiberglass beneath all exterior sill plates Insulation - floor -10" Bart. R-30 InsUlation. Kraft paper Face vapor barrier ceilings and roofs - fiberglass 12" Bart R-36 KraR paper faced or as noted othen.ulse, All wells to be ~- 13, 3" Bart Insulation. Roofing- 35 year shingle with 6 nails per shingle '7.05 '7.06 '1.0'1 ~.00 6.01 6,02 8.05 6.04 6.05 q.O0 q.o1 10.00 10.01 11.00 11.01 11.02 11 11.04 12.00 12.01 12,02 12,05 12.04 13.00 13.01 15.02 13.03 15.04 15.05 14.00 14.01 14,02 14 14.04 15.00 15.01 16.00 16.01 16.02 16.03 The architect wi'Il'not haVe Contro ,bt ~;harge o~ o'nd ia not'be respons bls ~r ~ns~cUon 11,15 ~p FIoshlng - Aluminum flashing, leod coated, flash all woll penatr~ons. Flash meanS, methods,"~chhlqbe~, sequents and p~og~ms or ~r sa~ pre~u~ons end programs required on each all ~mem. Flash a, valleys, ridges, ~ind~s, door heads, and join~ o~ dissimilar in ~nne~flon ~lth the ~rk. ms.dais. Termite Shield - Copper K~ Paper on the e~or side of a door ~vlng ~ lb.05a, The ~ntmctor shall give all hOfiUs a~d ~mP~ ~1~ all I~, ordlnan~s, ~les, regul~ons thon 1 112'In. I~r ~an the ~ Caulking/Sealant - as selected ~ Builder. and I~1 ordem ~ an~ public authoH~ bearing ~e Pe~ance ~ the~ and sha~i'p~mpti~ distant bel~ ~h GuEsts and Leaders - .052" p~nlshed aluminum guEers..024" pre~nlshed aluminum no~ the arehl~ot lfthe d~l~gs a~d specl~lone a~ a[ variance he~. over ~e landl~ leaders. Golor- ~hlte. To d~ells If requlrsd. 16,056, ~er and ~tmGter She nde~ ~ and h~ld ha~ies~ the archl~¢t an~ ~elr aeen~ and 11.1 b Emergen~ Escape and empl~ees Dom ell del~ damages losSeS a~ ~pe~ses tnclU'alng bu~ not Ilmi~d ~ a~meg pe~l~d If DOO~5 AN D ~IN DO~5 ~es aha ng o~ of o~ re~ulflng Dom the pe~rman~ of the ~rk provided ~ any su~ clolm damage, loss or ~ense (I) Is ~flbu~b e ~ ~Odl~ InJu~,,sl~kness, disease or deoth Or ~ Inju~ 11.11 5tal~ Treads and Openings ~r emer~en~ u~e ~hall Include doors or operable pa~s M ~lnd~e lo.ted to ~e~cUon ~ ~ible ~rope~ (~her than the ~ I~el~ I~lu~lng t~e Ibs~ ~ u~e m~ulUng ~em pe~l~d h~ndmll a~ te provide unobstructed e~re~e to legal open spaca~. Such openin~ shall not ~om and (2) I~ ~u~ed In ~hlle or In p~'b~ ~nU n~gllgent ~ot or omle~lon M~e ,~ac~r, impede e~re~ In an emergent, ~hall h~ve a minimum a~ ~ 5.1 ~q. ~. ~flh a mi~. ~ntra~tor ~n~n~ diet,lB ~r IndlrectiB empl~ed bB ~nB ~ thom or a~one ~r mhoee ~c~ ~nU of them e~l~. B~l~um ~le*~ height oF 24" an~ a min. ~l~th o~ 20" ~flh ~o~om of openings ~o higher than 44" above m~u ~e un~ble, mg~rdle~ ~her or not It Is c~ueed In p~ ~ ~ pa~,lndemnlfled hereunder. ~md I~hd~nge ~ be: ~1"!/: ' . , ~l~in e~ch fllg~; ~lthfn flnbhed floor In all above ~rade s~rles. Ail glass ~lthl~ 1~" of floor te be sa~ ~lae~, 16.04 Arohltect fs not en~aged ~r ~upe~l~l~n In ~nB ~pecl~ u~l~ ~he~lee n~e~. e~h fll~h[, m~m~m v~ri~n~e ~5/6"'~en ~ ml~ ~de floor opening~ should have a min. nat clear opening o¢ ~ gq. ff. (R510.1.1) ~olld d~em to have no~J~g~ ~ ~ minimum ~ ~/4" ~d,~ ~mum~ 1 1/, 16.o5 ~on~mctor ~ o~ml~ all pe~ml~ ~n~ tn~Umn~e,~e~e~ ~ p~ot the ~r~h~m~ ~nd ~r ~d~ at le~et 11"' tH d~th, '~Ope~ fleem e*n~ot ~t ~e ~,p~e, Ninlmum~lnd~re~uiremen~perroomls~%oFffeorarea~riightand4%for theo~ner A~h~cttobenOtfi~d n~d~nG~ ~Hange~p~or'to~ndduring~n- ~ ' ' ventilation, s~ru~on. Thl~ d~lng le ~n In~ment prepared te ~dllmts ~nstmc~n and sh~ll not 11,16 5~1~ Height ~11.5,2.) Nlm be~d~om ~ 6~-~'-for ,s~l~ ~e ~n~rued ~ · ~n~t be~en the builder ~nd the ~ner, Federal, 5~ ~nd Lo~l me~umd VeAl~l B ~m ~l~d plane'~dj61nl~g ~d no~l~g or~m fl~r ~ ~ Doors and ~lndo~ to be Insulated gla~s, zonln~ and building ~de,compfi~n~ ~h~ll be the ree~nsl~lll~ of the ~nt~c~r, I~ndlng Or an~ pl~. ~sible ~p~ und~ st~Jm ~ re.lye 1 ~; ~mb. ' - ~ntran~ doors te ~nform ~ NY5 5nerg~ ~o~e. 16.06 This etruc~m h~ been ~eslg~ed In *c~rd~n~ ~th the NY5 ~erg~ ~on~e~atlon ~de, 11.1 q Tre~dSPedaldepthSml~ ~ ~(~lle~et1.5.6:~,2}.~.5,, M ~nU~e~S~olnt mom~'~ve~nmlnl~um12" ~m~*dr residential ~de In NYS. , , ~ , ~arage doors ~ be r~ted ~r currenBappllca~le ~ind load. 11.00 N~ ~OD~ ~NAN~5 - 2001 1~.20 5mote Ai~rm~ (~515,1 ) ~he~ mult ~le ~mo~ al*~ ~ r~ul~d,.l~r~e~lo~ I~ required. 5moRe at~rme ~be Io~d, in e~, ~leepl~g room, ou~lde the imme~late vldnl~ of ~e ~edmo~ o~ e~ch ~ddltlon~l ~ of ~e ~ll~ I~lu~lHg'~emen~ FINISHS5 11,01 Ail envelope ~ms ~h~l[ be In ~o~n~e mlth the NY5 ~ner~u ~on~e~lon Go~e. ~ ~llam, on e~ch I~l In 8plR lewKd~lllng~ ~em ~n · e ~dJ~nt level~, A~ 81~ Io~d~onlB ~ the upper ~~el P~all - W' tapered edge ~Bp~um ~oard, applle~, taped an~ finished as per U5 11,02 ~lrepla~e ~n~tru~Uon sh~ll be In ~n~n~ ~lth 5e~, ~1001, Air le~e ~Ith glass Inte~nln~ ~oorbe~en the ~dJ~cen~ I~1~ ~nd the I~ Gypsum Company rgcommendatlo~s, Use ~ater resistant ~pe as substra~ for enclosure and doors outside air supply shall be provided as per N1101.10. ceiling as per NY5 BuUding Code. ~e Upper level. An~ alm~on, ~pal~'~lflon o~ ~emlon permit ~ requles thor aU sleep~ng~ms In ~e ho~se ~e upg~e~ ~ h~d ~l~& In~r~nne~a 11.0~ Guard rslls a~ onl~ required ~ers the dl~ren~ in grade Is mors ~an ~0". (RB12.1} Opening in smo~ ate~. " CADT-IN-P~CE CONCRETE gua~ mils te be 4" m~. (E512.2). Handrails a~ ~qulred on s~lm ~ith 4 or mom rlsem (R511.5.b}. 11.21 Hand~lls Size (~11.D,6,5) T~ m~ods' ~¢crlbe~' ~ All rain.reed ~ncre~e shall be ~rnlshed and instafled in a~ordance ~lth the 11,04 The n~ code des~bes the height of a bul ding as the ve~, dls~n~ ~m ~e grade plone ~ the equlvalen~ graspabll ~. T~e 1 ~lls';~ d~ula~ ~ro~s~e~ffo~ current AC1-91~ "Building Gods Eequlremen~ ~r Reinforced Goncrefa." avg height oF~e hlghes~ ~0~ suEa~ ~rade plane, s ~st po nt ~ gr~e Dom an~ dls~n~ &'-O" E non~lroular mil tree.orlon ~= ~ ~" m~ma~,~, ,, rails - pedme~r dtmenslo~ ex~edlng 6.1/4", getable fleger ~Ss ~.'be ~m~de~ on , ~ from house, b~h sides o~ r~ll,:~flh sped~c d~me~onat ~rl~da~e~ ~h FOUNDATION NOT~5 11.05 Affic a~ess openings must be a minimum ~ 22" x 50" ~ith a lin: of 50" unobst~c~d headroom 11.22 Handrails (Section ~1J .5.~,5) Lo~a a~ 5~ ve~ll~ above nosing The presumptive soil bearing capaci~ Is assumed te be (2) TSF ~r al~ ~otlngs. above (R~01,1) ~qulred ~r s~lrs'~,~ or mo~ Rser~. 'Han~mll~'b~ ~afl~u~ ~11 l~g~,'~s~lm Eo~ a po~ 11.0~ 5~1~ Illumination (E505.~), A I~dor aaa e~r, o~ s~lm ~ be provides ~ Illuminate,, including di~cfl~ able top Hs~r of a ~ ~ht~ ~ ~ ~t,al~ ab~e, ~t b~ e n~ post af a.tum~'volu~ or~tu~o~t.p~l~ ~at,,t~e~ Filled subgre~e bel~ ffeor and ~otlngs ~hall be ~mpa~ted ~ be ~5~ o~ the landings and~s, In~rlor s~m llghbsou~ to be In lmme~late'vicihi~ ~ ea~ s~l~ I~a~dlng ' ' ' '~' .... ' ~' modified proc~r, or directi~ ove~ eoch s~ ~ se~oh.(m, ~um 1, ~ ca,~le~, ~eHdr s~lr~;Hght ~ource to,be In a min, height of ~" ~e~'po~ch, ~at~fl~, ~n~ng'Or ~et~e~:~u~;l~ more Provisions must be ~n te prote~t all concurs ~rk ~om ~ost damage ~lth special d~ ~s tb be, oca~d'~,~q~ ~p'a~d~bo~om ~ n~Hor s~lm Io~d ~1~t~ the d~Ulng unit ~r ~ ,¢~' ' ~; : ' aEenflon paid te foot,rigs and other on grade prior ~ ba~kffil[ng and enclosing ~e building, e~erio~ stalr~ (~nt nuO~l~ Illuminated 'or au~matt~ll~ ~ntrolie~ al~o '~e~l~d), ~Hor ~e~ ~ 11.25 s~Ir~es Ilght swJtoh ~ ~p end ~o~ ~ s~lr~. "~ : ~lllng The m~lmum venial disease measured ~om the top ~ a basement floor slab to ,, ~, , ~ be provided u~er~ll~Hg outside ~nished gmdle shall not exceed the ~oll~lng. 1 ~.01 ~henever an 'a temflo~ s m~e'toa ~slden~, ihs entire ~slde~ ha~ to have haired smoke ~" block ~/~5 rods ~ 46" o.c. 6 ~. , ' ' , ' ' ' , app~ved t~", ~ , , ~" concurs (unreln~rcad) ~ E. ' 10" ~ncrete (unrelnf,:orced) q R. 11.0~ Land ngs are requ radar ~ t,dbom other ~an ~e r~qu ~d ex t door If ~ere a~ mo~ ~an 2 risem (~511 4~) andngs~otbemorethanlJ~'~,~l~,doorth~hold~rexltdoom. '' :' '" '"'' " E ERGY CODE 11,10 Li~h~ y~Jll~h ,~ ~ ~ ) ~i~l~ ~ ~ ~ ~J~'~lJ~ J~ '; ' MASON RY in moms ~lth a~lal light ~p~]e~ a~g, Illumlnatie~.~f 6.~,, ~ale~ ~ ~' a~ ~e Gon~rem mason~ u~l~ (GMU) to ASTM G-qo, the rooms, Openings ~ the e~eHor not ~ulmd ~here mechanical ventilation Is provMed In ~ ATTACHED Hinlmum nat ~mpr~ss[ve strength shall be 2,000 psi. a~ordan~ ~l~ provMIng .~5 air change per hour or a ~hole house mech. - 15co/~mlnute per occupant. LATI N5 Ho~r ~o be ~pe "N". ~mprssslve strength ~ be 2,000 psi. 11.11 Ce ng Heigh~ (~05.1) Hlnlmum ~l,ng height of 1',~" to the I~st proj~tlon ~qulr~ ~r APPROVED AS NOTED.. Provide "Dur-o~all" s~ndard gauge or equal In all walls over 6 courses high. ~oms, etc, Habl~ble ~aseme~ a~as, ~th ~du~tlon ~,btLB" ~ beams, da'c~ and o~er obstructions. H~n[mum height ~ ~ ~1~ In non he,ladle a~eas of ~asemen~; ~lth F~ ~0,~-BY'~ red~to~'~"~bea~s,~u~,~ , . , - , NOTIFY BU]LDIN~ DEPARTMENT AT 5T~UCTU~L 5TE~L NOTE~ 1~,12 5an[~on (R~Oe an~.~o~, Tqi!e~,, b~ ~a sh~r ~a~s ~'~e p~ded ~th ~ FOLLOWING INS~CTIONS: addltiqn to existing 491 FT, cleam~ an~:~lea~ ep'~'e~,e~,l~ Fig. ~t,~ ~h~F~o~a~ ~ have 1. FQUNDATION~ TWO REQUIRED nOnab~rbents~s t~ a ml.i ,; e Ht o~6~, ~e~he ~oo~ ~ /, FOR POURED'~ONCRETE , '. 5tael~orkJngeneralshallcon~rmtethecurrentspecl~catlons~orthedeslgn, , , ,, : , . , ,, ..~_~ ,,,: ,,,,, ~, ,, . . 2. ROUGH - FRyiNG & PLUMBING ,' ' ~brication and erec~ton of structural steel ~r bulldlngs adopted bg the AISC. 11,19 Ha~rdous~o~ o~S (Se~t on~B 4'~1~) .~Spe~flc ~ous o~ oas ~ers 3. INSULATION , gl~lng ~ ~l~wlth p~lslons ~ h~man Im~act ~oadS: ~l~ln~',ln'slde.hin~ ~i~g[ng doom 4. FINAL - CON,RUCTiON MUST Ail st~ctural steel s~al~ be In ac~rda,co ~lth the AS~M speclRcations, AS~ (~her t,hah ia ~ ~),"G~l~g I~ ~xed a,~ sll~ ,g. p~ ~S ~ ng,~r assemblies; ~l~ed panels BE CO~PLET~ FO~ C.O. CERTIF CATION OF ALL C~N~TRUCTtON SHALL ~lth a s~rength o~ 9~,,,000 psi. n s d ng and'b ~ld ~0eet'door'asse~les. ~ ~n~ In s~ d~m. ~l~lng In un~amed ~Inglng ALL CONSTRUC~N SHALL MEET THE NAILING & conNEcTIONS ,MEET THE~EQUIR~MENTS OF THE , , , , , , , . REQUIREMENTS OFTHE CODESOF NEW REQUIRED. COqES doom',,~1~,ln~i~ ~oo~and en~o~u~s~rh~bS;s~a~'Saunas~Hpo~ls, b~htubs YORK STATE. NDT RESPONSIBLE FOR~ Ail ~nnectlons except as noted on plans and details shall have bolted or ~lded and sh~m. ':~ere a~ pa~ ~ b~td~ ~al~,~n~lbse~ S~h,'~m~aKmenb, gtaZlng ~1~ 60" DESIGN OR COnSTRUCTiON ERRORS. connections as in t~e latest edition ~ the AiSC manual, ve~i~llg above,s~n~l~g:~ ~alkl~'g su~ ~be regula~d, (5 ~. ~le ~ 5 ~.',ab~e ~l~ng ' ' . Thje-drau~In~ha~ been prepored in a~-~or~k~ca wlfl' ~ p~lslons bf~ VII ? alteration Instrument, ~,~e~l~ ~gb~.~g,~'an~ t~ ~l~p ~ ~'~e~r T. ~od}~ PG~., ;, , :, ,. . ,' .,,. . . 5hop drawings to be~ submitted to structural engineer ~r approval prror te fabrication. 1 '7.14 Hazardous L~atlons (I~.BO~.4 #6:tr/). 5pedfic h~,~OUs mo~U~ne,'~b~~ g~lng COM PLY WITH ALL CODES OF ~ ~mp{g ~th~provl~ on~Khu~an Impact I~ds~ ~lazed penel~',ed]a~t,~'a door mhers: nearest NEW YOR[ STATE & TOWN CODES Erector shall provlde~ adequate tempom~ brac[n~ ~r I~eml s~bl{m~ until stud ~alls, ve~ edge pl~ood, roof t~sse~, and sheathing are In place. ~a k area'~f ndividuam pan ex.ds q Sq, e~, a"d,bo~m ~ge ~l~In 16" ve~ilv of floor, ~ SO~O~P~NNING BO~ exist ELECTRICAL a~d ~p edge~ m~m ~ah ~6~. ve~aii~ ab~ve ~e~r~ and ~a~Ung su~ ~[~ ~b.. h~dz~n~[~ ~ gi~ng. Ail ~ur ~~,DEC 5hall con~ ~ the latest revision o~ the N~lonal Electric ~ode, the Local P~er ~ompan~ and all appli~ble local regul~lons. A chitectU al Provide clock ~e d~night thermos~. ~Vi~ ~0~, Provide smoke detectors as per NY5 building ~de. Decking Gompos[te o~ ~ahogan~ Kitchen and bath ~ have exhaus~ ~n as pe~ NY5 building code. ~TER AND SANITARY 5~TEH Sewage disposal s~tem and ~esh ~ater suppl~ shall be designed a~d built In a~an~ ~]th ~u~olk Goun~ Depa~meflt of Health. MISCEL~NEOU5 NOTICE: BUILDE~ P~N5 E~eme ~m and proper measures shall be used so as not to damage, bulge or tip ~alls due ~ an~upeHmposed pressure, shoring, b~clng, ~c., shall be emplo~d ~t ~e ~n t~m ~e ~tm~r wls~ ~ ra~ Ul until ~he ~11 dead ~o~d o~ ~e building ~s on the ~all. Do not backfill age)nat ~undation ~atls until floor ~t~m Ins~llation ~s ~mplete. k',lhers drewrngs ora In conflict with other dretu{nga or details the contractor shall noti~ the architect for clar{flcaUon, Do not scale drawings. In WithinB,~ D1 mile of c°aat?~ r~.~ No Ground Onow Load Wlnd Bpe~?~L~ Exposure 49 FEF 110 or ~ Approximate Distance from Windbome Debria Protection Avg. High Tide Hark Required Less than 1 mile ~or No Greater than 1 mile Weathering Seismic Termite 5evers NIA Hod/Heavtj Flood Hazard ~lnter Design Temp. Yes or No 11 degrees Decay Aspect Ratio Blight to Min. 1:4, Hex 4:1 Moderate Actual -~' / Frost Line Depth 36" Ice Shield Underla~'nent N/A Hex. Bldg. Dimension Actual Bldg. Dimension Double Plate Optics (165) For exposurea "B","C","D" Building Dimension ~ Roof LIve 20PEF Roof Dead Load 1BP5 F Ground 5now Load 20Pg 1st Floor Live 2nd Floor Live 40 PEF, Dead Load 10 PEF 90 PEF, Dead Load 10 PEF Bpans Exposure B, C, D 2?,6 2x~ 2x10 2x12 PaRers 12"oc 15-2 lq-2 29-5 2%2 1U'oc 19-1 16-1 20-B Gig Jolsm 12"oc 12-6 16-0 1~-1 ~-6 1~"oc 11-0 ,1~-11 1~-11 1~-~ 1st Fl. Jois~ 12"'oc 11-4 12-5 11-~ 20.4 1~"oc ~-10 12-5 15-2 1~-1 2nd Fl. Joists 12"oc 12-8 1~-0 1~-~ 22-8 1~"oc 11-0 15-11 1~-11 1~-~ Hill JOINT GONN[~TI~N~ Roof ~er ~lope ROOf Douglas Fir ;42, Fb = 1221.psl, E= !,600,000 ~ - Usa 51mpaen H 1 et RaRer and Face nail RR& CJ together with Use same connection at ceiling Joist ~o ceiling Joist lap splices. Roof. B hoof Bpan PaRer DioDe BB - Use Simpson H '7 at Ra?~er and Face nail RR& CJ together with Use same connection at coiling Joist to ceBng Joist lap splices. Roof C PaRer DioDe Roof Open CC - Uae Blmpson H 1 at Palter and Face nail RR& CJ together with Use same connection at ceiling Joist to ceiling Joist lap splices. Rafter Heel (112) Connector ) 16d nails. ) led nails. (151 - B) (225- c) ) 16d ROOf D PaRer 51ope Roof Open DD - Use Bimpson H 10-2 at Ratter and Pace nail RR& CJ together with ( USa s~ame connection at ceiling Joist to ceilthg Diet lap spll~. ~r 51~e ,, Ro~ 5pan EE - Use 5[mpso~ H 10-2 ~ R~er and ~ nell RR& Use same ~nnection at ~lllng joist to ~lllng Joist lap splices. RIDER CONNECTION5 Exposure"B" Roof "A" Ridge Connection 5pan. Pitch Ridge Capaci~ = x 1 35= Use C5 20 5trap 16"oc Roof "B" Ridge Connection 5pan Pitch BBB - Use C5 20 5trap 16" DC Roof"C" Ridge Connection Ypen Pltoh Ridge Capacity = x 139= Ridge Capacity = x 1332 ) 16d nails. ) 16d nails, HIn, Ypllce Length GCC - Use 1 1/4 In. x 20 guage strap with ( ) Bd nails In each end OF strap. Roof "D" Ridge Connection Bpan Pitch Ridge Capacity = x 1 ~ DDD - Use 1 1/4 in. x 20 guage strap with ( ) Bd nails in each end of strap, ~!r Roof"E"RidgeConnection 5pan Pltoh Ridge Capacity = x 1 33= ERE- Use 1 1/4 in. x 20 guage strap with ( )Bdnallslneachendofstrep. RIDGE CONNECTION5 Exposure "C" Roof "A" Ridge Connection (2 o) 5pan Pitch Ridge Capacity = x 1 39= ,a¢~- Use 1 114[n. x20 guage strapwith ( )Ed nailsln each end ofstrap. Roof "B" Ridge ~,onnecflon 5pan Pitch Ridge Capaoity = x 1 33= BBB-Uae 1 1/4in, x20 guageatrapwlth ( )Bdnall~lneachandofetrap, NAIL YPACIN~ ~or Ytall Sheathing - CHART B Exposure "B" 4' perimeter sheets 110 mph edge B"OC Interior 12"OC RoOf "C" Ridge Connection 5pan Pitch Ridge Capaclty = x 139= Uae 1 114 In. x 20 guage st~p u4th ( ) Bd nails In each end of strap, Roof "D" Ridge Connection , 5pan Pitch Ridge Capac[b.j = x 1392 DDD - Use 1 1/4 in. x 20 guage strap udth ( ~ Bd nails In each end Of strap. Roof"E" Ridge Connection Ypan Pitch Ridge Capacity = x 13B=. EEE-Use 1 1/4'In. x20 guagestrapwlth ( ) Bd nalleln each end of strsp, Interior sheets edge 6"0C interior 12"OC 120 mph edge 6"OC edge 6"DC Interior 12"OC Interior 12"OC Exposure "C" 4' perimeter sheets 110 mph edge 6"0C Interior 12"0C late plies edge 6"0C Interior 12"OC "~ mph edge B"OC edge 6"OG 1~ Interior B"OC Intarlor 12"OC _ Anchor Bolts Exposure "B" 110 mph 120mph 1/2" Diameter 90" OC 30" OC 5/U' Diameter 9q" OC 99" OC Exposure "C" 110 mph 120mph 1/2" Diameter 2q" OC 25" OC BIB"Diameter 2q"OC ~ Notes; Anchor bolts to be a rain. of T' embedded into concrete, max. 12" ~'om any corner and splice, mln. 2" Dom edge OF sill plate. Alnchor bolt washer to be 2" x 2" x 9/16, max. 1t16" oversized hole. Use hot dipped anchor bolts and washers In all flood zones. Double up all 2x6 sill plates and lap bottom splice u)lth top plate and spike top plate to bottom plate with (~) 16d common nails each side Of splice In lieu of having both anchor bolts within 12" OF splice on the bottom plate, (Note: the bo[tom plate splice must have e least one anchor bolt within 12' Dom its end) (lql) wlndou~ size #]ackstuds 1 4 5 B q 10 Door# size ~Jack studs 21 25 24 25 2~ 2~ 50 Ridge Connection Strap - GY20 16" DC ridge Vel (2) - ro us of l&d ea. side of \ splice belou \ Top plate anchor bolts / Bottom plate "TOP VIEW" Ridge Connection Ytrap - 6520 16" OC ddge ~ (lq ) (15ff) (2B1) # king studs hdr. connector sill plate # kinG studs hdr, connecter (simpson) Header strap King studs Jack studs -- 5111 plate strap Exterior Perforated ( Type II ) Yhear Walls Exposure "B" Building X, tsll ElevaUon X'tall Height Opn'g in wall, height of, max, Bolld wall area between windows & Doors Min. length full hr. sheet. (table 9,1 Wati ht. adjustment ( ~all hr./u) Bhear wall adjustment ( table 9.1.7D) HIn. Length Full Hr. Yheathing ( a x b x c ) = Length of overall wall . % of ~ull hr, sheathing ( solid wall/length )% Value Perforated length Increase (table 9,1 HIn. length Full Ht. Perforated wall (d) x (e~ Perforated tuall (de) < solid wall (aw) ? Parrallel to ddge North Youth Perpendicular to ridge East West Exterior Perforated ( Type II ) Bhear Walls Exposure "C" Parrallel to ridge North Youth Building Wall Elevation Wall Height Opn'g in wall. height of, max, 5olld well area between wlndeu)s & Doors Min. length full hr. sheet. ( table A~.I'/A&B) (a) Wall hr. adjustment ( Wall ht./U) 5hear wall adjustment ( table 9.19D) (c) Mia, Length Full Ht. Oheathlng ( a x b x c ) = d Length of overall wall % of full ht. sheathing ( solid wall/length )% Value "d" Perforated length Increase (table 9,1.7E) (e) Min. length Full Hr. Per. rated wall (d) x Perforated wall (de) < solid wall (stu) ? Perpendlcolar to ridge East Weat OVERHANG OUTLOOKERY Conneoters ( Gable soffits) Exposure "C" 110 mph 120mph H2,EA (simpson) H2.SA (simpson) 110 mph 120mph H2.EA (simpson) H6 (simpson) 4" OC, illnn 4' perimeter g 20" m holdoum OUTLOOKER Joint Description P42OF FRAMING blocking to,rafter-tea nailed dm board to re. er -end nailed WALL FRAHIN6 top plate tO top plate - Face nail top p!ates ~ Intamection - Face stud to stud - ~ce nailed header to header - ~ce nailed top or bDt, plate to stud. end bo~m pl~e ~ flpor Joist, band Joist, endJotst or blocking FLOOR FRAMIN~ Joist to sill,top plate or girder -toe bddglng to Joist - toe nailed blocking to Joist - toe nailed blocking to sill or top plate - toe ledger strip to beam - 6ace Joist on ledger to beam - toe band Joist to Joist - end nailed band Joist to sill or top plate ROOF YHEATHING structural panel`= CEILING SHEATHING gypsum wallboard I'qALL ~HEATHING structural panels . gypsum wallboard FLOOR SHEATHING structural panels < 1" #common # box nails ' halls 2-6d 2-1 Od 2-16d 3-16d 2-t6d 2-16d 4-16d 5-16d 2-16d 2-16d 1-16d 1-16d 2-16d 2-16d , spacing each end each end parE>at ~olnta-eachslde 4" OO lb"ocelon~ edges perstod 2-16d 2-16d per ~oot 4-6d 4-1 Od per Joist 2-fid 2-10d each end 2-Ed 2-10d each end 3-16d 4-16d each block 9-16d 4-1fid each Joist B-Bd 9-1 Od per Joist 9-16d 4-16d per Joist 2-16d 9-16d per Joist Bi 10d see chaKa (112) 5d coolers 5d coolers T'edge/10"fleld fid' led see chart b 5d ~oolers 5d coolers T' edge/lO" Aeld 6d 10d 6" edge/12" field Bolld blocking ~.1 St '0.uo end bays of floor Idste for each floor ~ 46" DC,. Blocking to receive a mlr~. ~of (2) fid ~) each end OF blocking. ROOF SHEATHING REC~UIREHENTY FOR WlNDLOAD5 Exposure "B" Exposure "C" = 1/Z' ' applied u.dth corrosion realstent ~aateners ( R qoE.2..7.2) Attachment requlramen~ ere ~ be applied on ~oug Fir PaRers udth Bd common or 10d box. Perimeter sheets are 4u0'' ~ut Dom all edges Of roof plane, NAIL 5PACING for Roof Sheathing - CHART A Intari0r sheets edge 6"OG Interior 12"0C, r edge - 6"OC Interior 12"OC interior sheets edge 6"OC, Interior 6"0C Exposure "B" 4' perimeter sheets 110 mph edge 6"OG Intario.r 12"OG 120 mph Exposure 110 mph edge 6"OC Interior 6!'OC ' edge . 6i'OC edge'' 6"OG' 4' perimeter.sheets edge 6"OC Interior 6"OC,. 0olld blooking ~) 1st t~uo end DeWs Of Blocking to receive a mia, Of (2}6d,~ each end Of blocking, Wall Framing Otuds Exposure B Douglas Fir #2, Fb = DS0, E= 1,600,000 110 Pnph ' 120mph 2x4 2)(6 2x4 2x~ Ytud length 6-11 17-6 14-0 16-4 Ytuds Exposqra C Douglas Fir #2, Pb = fiE0, E= 1,600,000 110 mph 120mph 2x4 2x~ 2x4 2x~ Ytud length 11-0 16-B 16-6 20-2 PeCorated 5hea~uall Holdou~ Capacity for Exposure "E", "C", "D" Wall Height Lbs, Aspect Patio U-0" 9466 # perfloor 9 1~11 "code" q'-0" 9q24 # perfloor Actual L/Vd=__ 10'-0" 4960 # perfloor =__ < 5.5 12'-0" 9292# perfloor Hold:down (ali P".el, ~d g lei~) ': 5d coolem 1 5/6" 5d gypsum panel nall,15.1/2ga ,15/64" dla. head = 1 114 drctuall screLu Where atUo floor or ceiling diaphragm ( U:0" in ~om gable walls) Is used to brace the gable end wall or tuhare· hip m~ ~tem is u~d ~u don't have to blo~k the 1 at ~ r~er b~ SHEATHING RE 'MNT5 MaX, l~antllever -load bearing Non~ il0!ll~ ng bearing rant, Span < 114 ~f Floor Joist span, ' Il. OOD FRAHE CONOTRU ,TiON HAH_AL. 2009') i d ~ ', Max, Cantilever. load bearing ! Non. loading bearing: cant. span < } 1/4 Of Floor Joist span HURf~ICANE YHUTTE~Y The General Gont~racto~ Is tO provide the structufet,ulth ?2"~DX pl6tuood panels u)/p~Hlled h~)es ~r ' ~Ste~ing ~c~S ~r ' U~e 2 t/2" ~6 ~od'5~: : 1U'OG , ~r . , 0':1'-11" Pan~epbn 16" DC ~r ~ 2'~" - U-11.:Panel span 12"0G ~r q" O~ ~r 6'~" - 6~0" panel Use 2 1/~"~D ~od ~s: 1ELOC . ~ ~ 0' - 1%11" Pe~eJ ap~ 16" O~ ~ ' 2'~" - ~'-~ ~" ~anel span 16" DC~ ~ , 4'-0" - 5'-11" Penal span 12'* OG ~r 6'~" * 6'-0" Panel s~n HURRIGANE YHUTTER TYPE5 bah'el bolt receiver PIcu~ood Panel Yhutter (alt,) Uneuthori£ad~ alteration or addition to thls plan la a violation of sectlon '720q Ofthe NY5 Education Latu · Copies of~his plan not bearing the Archltoct'a red Inked sael and signature shall not ~e considered to be valid end she I net"~, valid for, construct on.I i Them shal~ be no mas~ filing OF this plan ~1~ a~ b~lMl~g depa~ment and shall deem the plan to n~ be valid sealeda~d signed pans ara good ~r o~e ~alendar W~r ~m the date listed ~el~. This pten ~ ~r the building tot address ~t~ anats ~r a one time use ~d~ss: ;~51 Ro~ Point ~ad, East Harlon,",NY G NER. AL N" 5t rnatl Peck