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Home My WebLink About36084-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 3/6/2012 No: 35470 Date: 3/6/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 3657 Rocky Point Rd, East Marion, Sec/Block/Lot: 21.-6-6 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/1/2010 pursuant to which Building Permit No. 36084 dated 12/9/2010 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: 6' X 11' dining room addition to an existing one family dwelling as applied for. The certificate is issued to William & Susan Stamatis (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36084 2/24/12 Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36084 Z Date DECEMBER 9, 2010 Permission is hereby granted to: W & S STAMATIS 3657 ROCKY POINT RD EAST MARION,NY 11939 for : 6' X 11' DINING ROOM ~LDDITION AS APPLIED FOR at premises located at EAST MARION County Tax Map No. 473889 Section 021 Block 0006 Lot No. 006 pursuant to application dated DECEMBER 1, 2010 and approved by the Building Inspector to expire on JUNE 9, 2012. 3657 ROCKY POINT RD Fee $ 227.20 ORIGINAL Rev. 5/8/02 ~rm No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy Trig application must be filled in by typewriter or ink and submitted to the Building Department with the following: ~ For new building or new use: 1. Final survey of property with accumteloeation of all buildings, property lines, streets, and Unusual natural or topographic features. 2. Final Approval from Health D~pt. of water, supply and s~werage~'disposal (8-9 form1. 3. Approval of¢lectxieal installation from Board 6fFire Underwriters. · 4. 'aw.om statement from plumber certifying that tho solder used.in system contains less than 2/10 of 1% lead. 5. Commeroiat building, industrial building, muitipte re~idco~ and similar buildings and installations, a certificate of C~de ComPliaiace'fmm 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, 19575 don-conforming us~s, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property line~, streots, building and unusual naturai or topographic fefitures. 2. A properly c~mpleted 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 2. 3. 4. 5_ Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming poql $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00~ Certificate of Occupancy on Pre-existing Building - $100.00 Copy of' Cectificate o f Occupa_ncy - $ :25 Updated Certificate of Occupancy - $50.00 Temporary Certificate o £ Occupancy - Residential $15.009 Commercial $15.00 Date. New Construction: Location of Property: Owner or Owners o.f Propen'y: 8nffolk .County Tax Map No 1000, Section 8abdivision Old or Pre-existing Buildir~g: ' AC~ House~ No. · . It~dth Dept. Approval: Filed Map. Applica~l=. Und~write~ Approval: (check one) Hamlet Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ Final Certificate: (check one) Apphcant S~gnature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 1197 I-{)959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, dchert~town.southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: William Stamatis ~,ddress: 3657 Rocky Pt Road City: East Marion St: NY Zip: 1193.c 3uilding Permit #: 36084 Section: 21 Block: 6 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: First Class Electric License No: SITE DETAILS Office Use Only Residefltial ~ Indoor ~ Basement [~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Se.icelph ~ Heat ~ DupIecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: dining room extension Ceiling Fixtures ~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures[~ Time Clocks Exit Fixtures ~ TVSS Inspector Signature: Date: Feb 24 2012 81-Cart Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. INSULATION FINAL FIRE SA~ ~ f INSPECTION FIRE RESISTANT PENETRATION [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] REMARKS: DATE ~/ //~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FO~ATION 2ND [ ]INSULATION [ ~/~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]mE~ESlSTANTCONS~UCnON [ I flRERESlSTAInFENETRAT~N REMARKS: '~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [, ]~OUGH PLBG. [ ] FOUNDATION 2ND ~ INSULATION FINAL FIRE SA~-.', '~' INSPECTION FIRE RESISTANT PENETRAtiON [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: --~~~ 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 LE~ICAL (FINAL) DATE ?//~' ~///~"~ INSPECTOR~-"'~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [/,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIKE RESb'TANT C0.STKUCn0fl [ ] FIRE .EaSTAHT PF. NETRAT10N REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined I)/°[__, 201 O Approved lO/ q.20 / 0 Disapproved a/c Expiration [,; [ q,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 Septic Form N.Y.S.D.E.C.. Trustees Flood Permit Storm-Water Assessment Form DEC 1 BLDG. DEPT. TOWN OF SOUTHOLI] Building Inspector ~,PPLICATION 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 expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The 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) (~iililg address of applicant) ilel~_ll4h~- State whether applicant is owner, lessee,.agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises l/~)~.11;9~, ~ ~,~-~.~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No.- Other Trade's License No. Location of land on which proposed work will be done: House Number Street Block ~ Filed Map No. County Tax Map No. 1000 Section ,2] Lot Subdivision Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy [-'~ <o~ ~ 6'¢1cf:' b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition v/ Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front ~%ee ..~i4-e ¢/A~ear Height. Number of Stories Dimensions of same structure with alterations or additions: Front ~ ~'~ Rear Depth. Height. Number of Stpr es 8. Dimensions of entire new construction: Front Rear i Depth Height Number of Stories 9. Size of lot: Front I ~'0 f Rear I ~-O / Depth Depth l 0. Date of Purchase Name of Fenner 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__ 14. Names of Owner of premises kN,/(il~al_ ~)ilx~t~SAddress~;~7 '~,~'¢'r 1~4. Phone No. Name of Architect p~og{~ ~ Address~ I0~; ~o~am Phone No 6~] NameofContractor Address ' - ' ~ Phone No. 15 a. Is this property within 100 feet of a 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. NO 2<' 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 · IF YES, PROVIDE A COPY. NO."<' STATE OF NEW YORK) SS: COUNTY OF ~ur,r.,-r-.. ) ~ ~ [~'~ Orv~'~-F'grc'a'~¢V['~ being duly Sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file 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. Swoms~before me this ,ti [ /'~ay of ~/~'(e t44 ~d V' ~0 /&) __ k_.7./ · · Nota~ Public, Stale o, ,.,., v · · Notaw Publi~ No 01BE609p3 ~ Signature of Apphcant Qualified in Surfeit, voc ff Commission Expires Sept. 2~ . . ToWn of Southold Erosion, SedimentatiOn & S~:orm-Water Run.Off ASSESSMENT FOR:.: b. WhaUs Ihe Tolal Ama of Land Cleattg comp<me~ be*prePared bY a qual#led Design P~I ~ h New York Ilm~ b Im~Zm~D~ M the pdpotples and p~ of ~o~n Virater Mm~lgement t Will this Project Retain AIl ~=m~-Wa~er Run. Off Generated by a Two ('Z') Itoh Ra~ on 8Re? Drainage s'~ ~ size & Lo<m~n? 'l~s s~pe" ~ s~ace wa~ ~ow. 3 Does the ~te Plan and/~ Survey deecflbe the erosion item mus~ be maintained throughout t~e Entire ~ Pe,~od. Excavatien where there is a change to the Natural ExJ~ng Grade InVOMng mom than 200 Cubic Ya~ of Matedal within any Parcel? . 5 2II thi~ App§ceUon Require ~_and Di;turbfng AcUVdJes nc°mpassing an Area in Excess °f Five Thousand (5,000'S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Coorse Running through.the Site? Is this Project within the Trustees ~ or within One Hundred (100~) feet of a Weffend Or 'Beach? 7 W.i? there be Site preparaUon on ~g Grade Slope WhiCh Excced Fifteen (15) feet of Vertical' Rise to One Hundred (100) of HodzeetalDistance? ' 8 Wilt Driveways, Parking Areas or other Impewteus sur~ces ~e s~pe~ ~o me~t storr~wa= into arc, or Ill the dlrec~3n Of a Town right-of-way? 9 wa th~ ~ject Requ~e.th. I St°m~WMer* e~dln& Drabl~e & Er~,len Contzd'pbn il i~:plk, ed bj~ the ToM1 ~, i~ ~ ~ ~ ................. bein~ duly sworn, depose~ and say~ that h~c ~ ~c appH~t f~ ~ ~d ~h~she ~ ~e . . ~:~,~ ~;~ ............................................................. ~ ~or mp~m~e of ~e ~er or ~, ~d ~s d~ a~o~d ~ ~o~ or ha~ p~o~cd ~c ~d ~rk ~ ~ m~c ~d ~e ~ app~on; ~t ~ s~ ~n~ ~ ~ appU~fion ~ ~e to &C ~t ~s ~ow]~ ~d ~ ~d · at ~c ~rk ~! ~ ~o~ in ~e ~ set fo~ ~ ~c a~on ~ed h~. Sworn to ~fo~ me ~s; ~/ ' PENNY BEDELL .... FORM - O611 O Nota~ Public, ~ta~e of N~w Yu, k No. 01BE6099317 ~;ua~fied in Suffolk Coun[y~ Cumm~slon ~pires Sept. 2~, ~O Il ~375 M=~' Read P.O..B~ 11~9 · .So.hold, NY ro~er, richer t~.~.ny.us · TOWN OF 80[1THOLn APPLICATION FOR ELECTRICAL INSPECTION. Name: *Name:. *Address: · *Cross Street: *Phone No.: Permit No.: JOBSI'TE INFORMATION: (*.rndi~ates required information) .1000 Section: . C"%1 ' .Bleck: '(.~ *BRIEF DEscRIPTION OF WORK. (P. lease. Print..clearly) *l~job ready for inspeotipn: YES I NO Temp'lnformation {If needed)- *Se~ce SEe: · 1 Phase. 3Phase 100 *New Service: Re-connect Underground 150. 200 Number of Metem Additional Information: Rough In"" Rna[ 300. · 350 400 Change Of Service PAYMENT DUE WITH' APPLICATION Other Overhead Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Telephone (63 I) 765-18(12 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF' SOUTHOLD May 6, 2011 William Stamatis 3657 Rocky Point Road East Marion, NY 11939 TWO WHOM IT MAY CONCERN: ~he Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) ~ Electrical Underwriters Certificate. ~'~i A fee of 50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36084-Z dining room addition Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11')71-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 November 10, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD William Stamatis 3657 Rocky Point Rd East Marion, NY 11939 TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: ~///Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. _,5'~A fee of $50.00. &~ c_. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #?65-'1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. - Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 36084- Dining Room Addition TAX I.D. No. 1000 21 06-06 JOB No. 02-og O11 CERTIFIED ONLY TO: Bill Stamatls SURVEy PURPOSE: Bldg Permit - Deck FILE MAP NO, 8759 06/07/1989 DESTIN GRAF P.LS, P.C. P.O. BOX 704 ROCKY POINT, NEW YORK 11776 PHONE [631]-821-3442 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 Grof N.Y. Stete License No. 50067 · ~ REScheck Software Version 4.4.0 Compliance Certificate Project Title: Mr. & Mrs. Bill Stamatis Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: 3657 Rocky Point'Road East Marion, NY Owner/Agent: Compliance: 10.3% Better Than Code Maximum UA: 29 Your UA: 26 The % Better or Worse Than Code index reflects how c~ose Io compliance the house is based on code trade-off rules it DOES NOT provide an estimate of energy use or cost reJa~ve to a minimum-code home DesignedContractor: Peter Podlas Architect PC Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o c Window 1: Wood Frame:Double Pane with Low-E Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space with this permit Code r 68 30.0 0.0 2 187 130 0.0 14 22 0.340 7 68 19.0 0.0 3 ,~ building plans, specifications, and other calculations submitted New York Energy Conservation Construction ped and signed this page, they are attesting that to the best of his/her :ompliance with this Code. Name Signature Date Project Title: Mr & Mrs. Bill Stamatis Data fitename: Untitled rck Repod date: 11/16/10 Page 1 of 4 REScheck Software Version 4.4.0 Inspection Checklist Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1 Wood Frame, 16" o.c, R-13.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0340 For windows without labeled U-factors, describe features: #Panes ___ Frame Type Thermal Break? Comments: Yes No Floors: ~ Floor 1: AIPWood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air ~eakage are sealed [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials If non-lC rated, fixtures are installed with a 3" ctsarance from insulation, Vapor Retarder: ~1 Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification and Installation: [] Materials and e~uipment are installed in accordance with the manufacturer's installation instructions. [] Insulation is installed in substantial contact with t,he surface being insulated and in a manner that achieves the rated R-value. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications, Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in, w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems, Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Project Title: Mr~ & Mrs. Bill Stamatis Report date: 11/16/10 Data fllename: Untitled.rck Page 2 of 4 [] Separate electric meters exist for each dwelling unit '" ' ,, Fireplaces: · [] Fireplaces are installed with tight fitting non-combustible fireplace doors [] Fireplaces have a source of combus on air, as required by the Fireplace construcbon provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable, Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1 Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2 Swimming Pools: [] Ail heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources Pool pumps have a time clock Project Title: Mr. & Mrs. Bill Stamatis Data filename: Untitled.rck Report date: 11/16/10 Page 3 of 4 Table 1: Minimum Insulation Thickness fir Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0,5 0.5 0,5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0~5 1.0 1.0 1.5 Steam Condensale (for feed water) Any 1.0 1.0 1.5 2~0 Cooling Systems Chilled Water, Refr!gerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1 0 1.5 1~5 NOTES TO FIELD: (Building Department Use Only) Projecl Title: Mr & Mrs. Bill Stamatis Report date: 11/16/10 Data filename: Untitled.rck Page 4 of 4 i ,i ' h¢ ~:,1 ..... Lk~- cL.. 'lI r:-.->,q %T: ~cq To C::~3-74 L... pc, GENERAL PE(.,IFIC, ATIONS Using N' B BLOC. CODE 200 1.00 2,00 2.01 2.02 2.03 3 00 301 3 02 5 O3 3.04 3.05 3 06 Burvey data taken from survey: dated: SITE Excavation shall be sufficient to provide tull design dimensions or to aiiou) for forming as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 TBF, Backfill and compaction - use clean earth containing no organic maEer, wet graded Fill beneath structure shall be compacted to q5% denslt~ es per ASTM D 1551 Method D. Backfill shall not be placed against the existing foundation walls until the concrete is of a su~ictent strength and the walls are braced at both top and bottom by framing ~umber or temporar~ bracing Drainage at tootings - as required 4" dian perforated piasfic pipe to qnd well If soil conditions reguire It. Backfill shall not be placed against the exlsUng foundation walls until the concrete Is of a sufficient strength and the walls are braced at both top and bottom by framing lumber or tempora~ bracing. CONCRETE Concrete cuork shall conform to American Concrete Institute Btandard. Concrete shall be e min. 3000 psi class ~ 28 days unless noted othertulse. Porches steps, steps, garage floor to be 3500 pst Reinforcing Rods - ASTH A-305:616 x10110 FlY~F ABTH A-155 Reinforcing In footings only where variation In soil conditions require, and u)hem so~l does not provide 2,300 psi or noted othen,ulse Formcuork shall ba well braced true to dimension, level and plumb and foundation has been designed For grades less than 5%. YaporBarrler4mll. polyethylenesheetlapelledgesC". Membrane ~aterprooflng shall be Installed on all suP-surface exterior foundation walls. Footings at different levels shall be stepped and the step rice and run shall be a maximum sfope of 1 vertical to 2 horizontal. 4.00 4.01 4,02 5.00 5.01 5.02 5.03 MABONR¥ Concrete Mason~ Units shall meet ABTM C-q0 grade A; solid block ASTH 6-145 grade B. Bhapes as requfted; 25 days old before Installation. Minimum net compressive strength of block to be 2500 p¢i Parglng - 1 coat Portland cement parging on above grade CI'4U Bponge finish ¼" at mason~ walls below grade METALB Anchor bolts shall be 5/5" diameter embedded -1" in poured concrete and 15" in unit masonn.J. Mln (2) a~chor bolts per section of plate 12" from each end with Inter- mediate bolts as per chart on ceet Metal Joist Hangers and Ty-Oo~ns shall be used at all joists Lu[th direct bearing 15 GA galvanized steel. Use ail nails provided by manufacturer. By Simpson or equal. All framing to receive hurricane clips and tie-downs as par sheet A-2. Nails - number and ~pe for each application as called for in the FlFCM (see sheet 6.00 501 5,02 6.04 5 O5 6.06 5.01 6.05 b.lO 6.11 6.12 6.15 1 O0 '101 .02 .05 1 04 WOOD Bill Plate - MCA treated to meet American l,',lood Preservers Institute standard. Termite shield - Copper Kraft Floor, ceiling Joist, roof reEsm and glrdem - same grade and construction as For structural lumber noted below (6.05). Brldgtng - wood cross bridging - aa required by code. E~'-0" O.C. ROOF Trusces - designed end manufactured to meet all applicable codes. Provide shop drawings sealed by a Professional Engineer; fabrication certified by engineer prior to Installation. Floor Deck - 5/5" ph.j, uood, standard C,-DO¢ DFPA, direct bearing at edges. Provide Y2" plywood finish underiayment below all vinyl flooring or equal. Glue to joists. Roof Deck - ~A" plywood C-D-X ~FPA, exterior glue. Bhaathlng - 1/2" plB[uood C-D-X DFPA, exterior glue Flail Btuds - 2 x4 See framing and plans for spacing All structural lumber shall have 1100 lb bending stress; 1,600,000 modulus of alastidty and max lq% moisture content, Doug Fir No. 2 unless noted othen, ulSe. Vinyl-clapboard sldmg - applied over T~vek. Pl~t,uood - all pl~tuood used structurally shall meet the performance standards and ail other requirements of applicable U5 Commercial Standards For the type, ~rade and species ot pl~.uood and shall be so identified bg an approved testing agency Provide double joists under ali parallel partitions Provide (2) 2" x 10" headers min. over any window, door opening or any opening with double uprights, fi-O" and over Luith trlp(e uprights, unless othen,ulse noted. Bee Header Bchedule A-2 All pre-engineered lumber shall be Georgia Pacific CPi series wood I-beams and LVL products or equal. Ali Joist, girders and headers shall have bearing eriE%nors installed as per manufacturers recommendations Flcb stiffeners shall be required at all Icad and bearing points at e minimum. Handling, storage and erection of components shall ba as per manufacturer's recommendations. THERMAL AND MOIBTURE pROTECTION Oampprooflng, brush apply one coat of asphafi emulsion to exterior of all below grade walls. Aisc add vapor barrier as per 5.05, Bill Beat - ~" x 5 112" compressible fiberglass beneath all exterior sill plates. insulation - floor-6" Ball. R-lq Insulation. Kraft paper face vapor barrier Ceilings end roofs - fiberglass 10" Bart 0 R-30 (fiat cig.) Kraft paper Faced or as noted otheruAse. All u)alls to be R- 13, 3" Bart insulation Roofing- Arch esphalt shlngle uAth S nalls per shingle ( existing) "7.05 'I.05 '1 0'1 5 O0 5.01 5 03 8 04 8 05 qO0 q01 10 O0 10 0t Flashing - Aluminum fleshing, lead coated, flash all u)all penetrations. Flash all corners, Flash all va[le~, ridges, wlndou~s, door heads, and Joints of dissimilar materials. Termite Bhlsld - Copper Kraft Paper 6aulklng/Bealant - as selected by Builder. Gutters end Leaders - .032" preflnlshed aluminum guttam..024" preflnished aluminum leaders 6olor-u)hlte. Todnduellslfregulred' DOORB AND FilNDOPNB Openings for emergenod use shall Include doors or operable parts of windows located as to provide unobstructed egress to legal open spaces. Buch openings shall not Impede egress In an emergenod, shall have a minimum area of 5.1 sd. fL with a min. height of 24" and a min. width of 20" with bottom ot: openings no higher than 44" above finished floor in all above grade stories. Ail glass within 15" of floor to be safe~ glass. Grade floor openings should have a min. net clear opening of 5 sq. ft. (R510A.f) Minimum windou) requirements per room Is 8% of floor area for light and 4% for ventilation Doors and wlndou)s to be Insulated glass. Entrance doors to conform to N¥S Energy Code. Garage doors to be rated for current/applicable u)lnd Icad FINIBHES Ono~ell - W' tapered edge gypsum board, applied, taped and finished aa per UB Gypsum Company recommendations. Use water resistant ~pe as substrata for ceiling as per NYB Building Code CAST-IN-PLACE CONCRETE All reinforced concrete shall be furnished and installed in accerdahce with the current A01-315 "Building Code Requ rements for Reinforced Concrete.' 11 00 11,01 11.02 11 03 11 O4 FOUNDATION NOTE5 The presumptive soil bearing capaci~ is assumed to be (2) TBF for all footings· Filled subgrade befou., floor and footings shall be compacted to bs q5% of the modified proctor Provisions must be talken to protect all concrete work from frost damage with special attention paid to footlmge and other on grade prior to backfilling and enclosing the building. The maximum vertlcell distance measured from the top of a basement floor slab to outside finished grad~ shall not exceed the following Type of P,lall 5" block w/¢5 rods (~), 48" D.C. 5" block wt~5 rods O~ 40" o c. 5" concrete (unreinForrced) 10" concrete (unreinfcorced) Height 12 00 12.01 12,02 12.03 12 04 MASONRY Concrete masonnj units (CMU) to ABTH G-gO Minimum net compre~sslve strength shall ba 2,000 Nortar to ba ~pe "N'" compressive strength to be 2,000 psi Provide "Dur-o-wall" standard gauge or equal in all wails over 6 courses high. 13.00 1301 13 02 1303 13.04 1305 3TRUCTURAL BTEIEL NOTES Bteelwork in generall shall conform to the current specifications for the design, FaPricatlon and erectUon of structural steel for buildings adopted by the AISC. All structural steel shall be in accordance u4th the ABTM specifications, A35 uAth a strength of 36h000 psi, All connactfons excerpt as noted on plans and details shall have boltsd or welded connections as In t~e latest editio~ OF the AISC manual. 5hop dra~ing5 to b¢ submitted FO structural engineer for approval prior to ~bflcatlon. Erector shall provide adequate [empora~ bracing For lateral stablti~ until stud ~alts, pl~ood, roof trussers, and sheathing are In place 14 00 14.01 14,02 14.03 14 04 15 00 15,01 ELECTRICAL Bhall conform to thc latest revision of the National Blectrlc Code, the Local Pou~r Company and all appFiceble local regulations Provide clock ~pe day/night thermostat. Provide smoke detectors as per NYB building code Kitchen and bath to have exhaust fan as per N'f'5 building code. PIATER AND BANITARY 5¥BTEM Bewage disposal system and fresh water supply shall be designed and built In accordance with Buffolk County Department of Health. 1600 1601 16.02 MISCELLANEOUS Extreme care and proper measures shall be used so as not to damage, bulge or tip wails due to anysuperlmposed pressure, shoring, bracing, etc., shall be employed until the f~ll dead load of the building is on the wall. Do not backfill against foundation u~alls until floor system installation Is complete. Flhere draculngs are in conflict u~lth other drawings or details, the contractor shall notl~J the architect for clarification Do not scale drawings 16.03 16 03a. 1&036 16.04 18 05 15.06 1-1 00 11.01 11.02 11.03 1-1.04 1'1.05 1-1.06 1-1.01 11.08 1-1 0q 1'1.10 1-1.11 1-1.12 1-1.15 1'1 14 The architect u)ill not have control or charge of and will not be responsible for construction means, methods, techniques, sequences and programs or for safet~ precautions and programs In connection with the The contrador shall give ali notices and comply with all la, us, ordinances, rules, regulaUona and lau~ul ordem of any public authorl~ bearing the performance of the u.~ork and ahafi promptly noti~ the architect If the drau.,lngs and specifications are at vadance hereuAth. Owner and contractor shall Indemni~ and hold harmless the architect an~ their agents and empl~JeeS from all claims, damages, losses and expenses including but not limited to attorney fees adslng out of or resulting from the per~rmance of the u~ork provided that any such claim, damage, loss or expense (1) Is attributable to bodily InJur~, sickness, disease or death or to lnjunJ to destruction of tangible proper~ (other than the work itselt~ InPludlng the loss of use resulting there from an& (2) Is caused In while or in part by any negligent act or omission of the contractor, any sub- contractor, anyone directly or indirectly emplogad by any of them or angone for whose acts any of them may be unable, regardless ~uhether or not it is caused In part by a ber~ Indemnified hereunder. Architect is not engageq for aupervlafon In any capacl~ unless athertulse noted. Contractor to obtain all permits and insurance necessa~ to protect the architect and the OWMSr. Architect to be notified In writing of ali changes pdor to and during con- struction. This drawing la an Instrument prepared to facilitate construction and shall not be construed as e contract betwaen the builder and the owner. Federal, BFata and Local zoning and building code compIlanca shah be the reaponslbill~ of the contractor. This structure has Dean qeslgned In accordance with the NYB Energy Conservation code, residential code in NYB. NEFl CODE CHANGES - 2001 All envelope s~stams shall be In accordance with the NT'B Energy Conservation Code. Fireplace construction shall be In conformance with Bec R1001, Air leakage ~ith glass enclosure and doom outside air supply shall be provided as per N 1101.10. Guard rahs are only required where the difference in grade Is more than 30". (R~12.1) Open,lng In guard rails to be 4" max. (R312.2}. Handrails are requlrad on stslm with 4 or more risers (RE11.5.6). The ne~u code describes the height of a butldlng as the vert. distance from the grade plane to, the avg height of the highest roof surface Grade plane is lowest point of grade from ang &istance 6'-0" au)ay from house, A~c access openings must be a minimum of 22" x 50" ~uith a min. of 50" unobstructed headroom above (R801.1) Btain,uay Illumination (R303.6). All Intador and extedor stairs to be provided uAth Illumlnaitan, Including landings and treads. Interior stalra light sBurce to be in Immedlata vlclnl~ of each statn.uay landing or dlrecUy over each stalru)ay section (mlhlmum 1 foot candle), Exterior stairs light source to be in Immediate vicini~ OF top landing of stalrU)ay (bottom landing for basement sfalrtuays). Light activation devices to be located at both top and bottom of Interior sfalrs; located within the dweBng unit for extedor stain (contlnueusly iliumlnatad ~r automatically contrelted also permltad). Exterior decks uAth staircases light s~ultch at top and boftom of stairs. F'~henever an alteration is mede to a residence, the entire residence has to have hardwlred slmoke detectors installed (R3t3 1.1). Exterior frame walls require a rating of 1 hour for fire separation distance of less than 3 ff. (R~02.1). Landings ara required at exit doors other than the re4ulred exit &ocr If there are more than 2 irlsem (R311.4.3); landings can not be more than 1 1/2" belo~,u door threshold for exit doors. Light, Ventllatlon and Heating (RS0B.1) Habitable room to be provided with aggregate glazing area of at least 5 percent of the floor area OF the rooms, Exterior glazing not required In rooms with artificial light capable of avg. illumination of 6 ft. ~andles at 50" above the ~oor.. Outdoor openings for ventilation in habltab[e rooms to be at least 4 percent of the floor area o>f the rooms. Openings to the exterior not required u~here mechanical ventilation is provided in Gelling Heights (R305,1) Minlmu'm ceiling height of 1'-6" to the loudest projection required for habitable rooms. Minimum ceiling height OF-1 ft. permitted for', hallways, bathrooms, taun&~ rooms, etc. Habitable basements areas, with reduction to 6'-8" at beams, ducts and other obstructions. Minimum height of 6'-5" permitted In nonhabltable areas of basements, u4th reduction to 6'-4" at beams, ducts, etc. Banltation (R506 and R30-1). Toilet, bath end shot.uer spaces to bc provtded with fixture clearances and clear floor space aa shown in Fig. R30'1,2. Bho~er compartments to have nonab~rbent surfaces to a minimum height of 6 R, above the Aoor. Hazardous Locations (Becfion R505.4 :~1-~5) Bpeclflc hazardous locations u)hera glazing to complywlth provisions for human Impact loads: Glazing in side-hinged swinging doom (other than Jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels in sliding and blfold closet door assemblies. Glazing In storm doors. Glazing in unframed s[uinglng &Dom. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, [,uhirlpools, bathtubs and showam. Flhere any part of building wall encloses such compartments, glaslng uAlhln 60" veftically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking surface, 5 ft. horizontally out.) Hazardous Locations (R305.4 ~6-~1). Specific hazardous locations where glazing to comply with provisions For human impact loads: Glazed panels adjacent to a door where: nearest vertical edge uAthln 24" arc of door in closed position, and bottom c&ge is less than 60" above walking sur~ce. Exception for perpendico[ar walls and limited depth closets. Previously regulated where glazlng wlthln lS" of door~uJth no height cdterla Larged glazed pane[s u~hare four condltlons exist, exposed area of Individual pan exceeds q sq tt., and bottom edge within 18" vertically and FOp edge more than 35" vertically above floor, and walking surface within 36" horizontally of glazing, All tour to be met before saf~ glazing. Roofing windows trim Architectural Revieu Board E,xlstlng arch. shingle vinyl siding to match existing Andersen - ~hlta, DH 5/4 x 4 white azeK NOTICE: SUILDEa'S PLANS .1-1.1B "n ~(1~11 .,,4~ different belO~u th~ ~mshald ~,, 11,t6 ~rml~ed han~II hel~hL and tahdlngs, tO 11.15 '1-1.1~ 1-1.20 '11.21 1'L22 t, Nli~ln each flight', ' ' ..... , maxirrl~mvarlatlonofBt?,t~ekueen ~elghts, ~lt~ln each Right, m~imum,~adan~'of B/~' be~en g~a~st,and ~mallest t~ea& dep~s, '~a~ ~th solid risers to haw nosJngs :~ a mlnlmum'&[5/4'~ ah~ a 'maximum,of, 1 1/4~',,, Noslng,s not ~lred ~or tra~s a~ le~t 11~' ~n depth, (open rise~s,,~a~not, ~rmft ~ thr~ p~s~geM a 4" sph?~,) , ' 5tS ~ He ght {E311 5 2 ) Hin headroo~ ~f 6'-~;' ~r staled'aMd laMdJhgs. H~admom h~lght 5peele 5~s(R~11 56.62) ~nders~h~emnmumtraad~ld~ 6. Tread depth to be at le~ ~ 5? at a~ point more than t2' ~om the na~ aide, 5moka Alarms (~1 ~,1 ) ~here mu tip e s~e~ al~S a~ ~qu~d Inte~nne~fl0n ts re~ulra& 5mo~e alarms to be Io~d, in each sleep ~g room, curiae of each sepa~te'sl~ep[ng area In · e mmedla~ yl~lnl~ OF ~ ~e~rooms on each ~d~tlonal S~ of the d~elling, Inc~Udln~ basements and ~ am, on each' evel n ~p it level ~ell{~gs ~era an'~e~enlng ~r Is:l~edbe~een ~he adjacent ~e s An a a~ 0card on go~ the upper level ts pe~ Bed ~here t~e~ Is no Inta~enlng door be~en the adjacent i~el~ andre I~r level is less ~han~ne ~11 atq~ be[~ ' ~e upper level AnD a~taration m~a r a~ rich o~ ~nvem~on to an ~ts~ng ~elll~ requiring a bu,ildln~ perm t n~ renu es ~at a s eeplng rooms ~n ~he house be upgraded ~lth hard ~[~ & I~nnectad ~ulv~l~sp~bfil~. T~ i r~ll~.l~i~l~o~:~om ~la~t~ ~ 1 i/~'"~ ~"; rm lmb meter Jf noncircular ra cross;sect on of 2 1/4"' , '" ra is - per meter d m~ns on exc, eedin~ both sMes of ra , ~j~ ~pe~ AC d m~s onm,~teda Hand~ s (5~ct on ~1'1 5 6 ~) L~ted requlra~ ~r s~lrs o~ ~ or mom ~se~ Handra d re~t y abov~ ~0p HSe~ ~ ~ fll~ht ~ by a n~rpOSt ~ a turn VD ute or ~mout pe~l~ ~er ~st tread. ~yards (~12,~ ~, ~]llng Is,~ a rain he aht of ~E' ~e~e porch ba ab~Be floor or grade bet~. , DraEstopping'and Fireblocktng (R502.1= a~d R502.15) ~hem e~00r membrane ab~eand ~e[llng membrane bei~ ~reate the ~n~a~e~ space fl o rider foll~ ~g c r~umsm~S; ~il n'g suspe~de~ u ~e~ ~o~r ~amlng floor ~ be pro~lded u n ' , ~amlng ~nstruc~ea ~ ~uss~e open~b or pe~ed member.' Haterlals ~r ~r~s~pplng ~ be adequate]g suppo~e~ and I~stall~d' parallel ~ ~o0r ~amJng membe(s U~ ess ~the~ISe approved., 1/2" ggpsum board; 5lC"~od:s~c~uFel panels, ~/6" Type2-M.~ pa~lcleboa~ other approved materials. ENERGY 60DE SEE 'ATTACHED ' 'CALGULAT O'N,5 First Floor ,arage Porch Deck FT. F% PT. xx This dre. ulng has been preParadin accol;danc~ ~ulth ih~ provisions of ~ltle VII, A~I~ e 145, 5ecflo~s ~200-~20~ ~ the NY5 EdubaMo~ ~, ft Isa violation ~ said I~ for any pectin u~lese he,he Is'scflng under' ~e dlre~t supew.lsJo~ 0f sensed pm~ss onal Archi~ ~'al~er any po~lb~ 0f this dr~ ng n ant ~, If an~ Pa~ of this drying J~ ~l~red, ~he alta~n~ ~r~hl~e~t shall a~x ~ ~e Item a ~red.h s sea and {he ho~[Io~ "altatad be ~ll~ed b~ h s signat~ra ~he date of alta~tion and a ~?&fl~ ~as~Hpfl~ of ~he ai~e~flon. This drying has bee~ p~p~red ~ the spq~lflc project IndiCted end ~s an Insbumeh~ of ~e~i~ ~ghtad b~, and ~he sole p~pe~.of Peter T, ~o~las Thts ~r~ln~ ~ot be ~opJed or used~ In mhole orl~ pa~, b~ a~ pa~ ~Rhout the expr~sed ~rl~n ~sent o~ P~r T~ Podles, PC. In~nge~en~,o'ra~ use of ahd c v la~. possess oM ~ amg copg b~ffi S d~ ~g not ~ontal~ln~'thls ~Oti~ the Architects seal ~n~ ~gnatu~ ltl, md ~k ~111 be gmun~m ~r p~secuflom ' Ther~ shall be no maser fl ~g ~ this p an ~ ~ and but d n~ 'depa~men,[ end 'deem the pla~tp n~t:be,vsll~, seeled and signed pl~'a~ IOO~ ~r one'cslendar ear'eomthe aata se ree :'' : APPRO AS NOTE )- , - ,, ... . . r rhls plan Is ~r ~e bU ding 10t address belo~ ~~~ ~e ~e ~ ;1/1~/ 0, ' Adarass; ~51 r~ Point ~, ~ N~ ' . " FEE'' -~ ~ ~v' ~' ~x ' 5~E~ NO~02,8'~ ~ ), 4 PM FOR ,THE '~ ~ ,'t , ri ;' ~0~-~U~, )N RETE; ' ' ' ~ N~U~TION ' ' . . ' ' ',s .... '~,~F~:i,,~': ' ~'~'-::,J~ ~ ,: " '" " ' Ground SnOL~ Load 45 PSF Approximate Distance from Avg. High Tide Hark Less than 1 mile Greater than 1 mile F/catherine F/ind S~eed Exposure 110 orl~4 F/indbome Debris Protection Required No Seismic Termite k"llthin 1 mile of coast? Frost Line Depth No Severe N/A i'4odlHeav~ Flood Hazard Design Temp. Ice Shield Underlayment Yes or No 11 degrees N/A Decay Slight to Hoderate Aspect Ratio (L/F/) Hln. 1:4, Max 4;1 Actual I / I,~'~ Hax. Bldg Dimension Actual Bldg. Dimension Roof Live 20PSF Roof Dead Load 15PEF Ground Snocu Load 20Pg Spans Exposure B, C, D 2xb Rafters 12"cc 15-2 lb"Dc 13-1 Cig Joists 12"oc t2-8 16"0c 11-0 1st FI. Joists 12"oc 1 t-4 lb"oc q-10 2nd FI. Joists 12"oc 12-b 1&"DC 11-0 HEEL JOINT d,ONNECTIONS 1st Floor Live 2nd Floor Live 40 PSF, Dead Load 10 PSF 50 PSF, Dead Load 10 FSF Douglas Fir :~2, Fb = 1221 psi, E= 1,600,000 2x8 2x10 2x12 lq-2 23-5 21-2 16-1 206 25-6 16-0 lq-'i 22-5 15-11 lb-ll ld-8 12-5 1 q-8 20-4 12-5 15-2 11-'/ 16-0 lq-1' 22-b 13-11 16-11 lq-5 (15q) Roof A Rafter Slope Roof Span AA - Use Simpson H 1 at Rafter and face nail RR& d,J together uAth ( Usc same connection at ceiling joist to ceiling joist lap splices ) 16d nails (112) Rafter Heel Connector / Roof B Rafter Slope Roof Span BE - Use Simpson H 1 at RaPier and face nail RR& CJ togethar with Use same connection at ceiling Joist to ceiling Joist lap splices Roof C Rafter Slope Roof Span CC - Use Simpson H I at Rafter and face nail RR& CJ together udth ( Use same connection at ceiling Joist to ceiling joist lap splices, ) 16d nails ) 16d nails. 051 - s> (225- C> Double Plate Splice (155) For exposures "B" "d," "D" Bud ng I2 mansion O¢ .f- ¢ Hin. Splice Length_ NAIL 5PACING for F/afl Sheathing - CHART B Exposure "E" 4' perimeter sheets Interior shears 110 mph edge 6"0C edge 6"0C interior 12"0C Interior 12"Od, 120 mdb edge 6"06, edge 6"0C interior 12"Od, Interior 12"0C Exposure "C" 4' perimeter sheets interior sheets 110 mph edge 6"0C edge 6"0C interior 12"00 Interior 12"O0 .............. ;;;; .... %:}; ....... ;4; i n t e r_l_o_[_ __.~ ._O__~ ......... Anchor Eolts Exposure "B" 110 mph 120mph 112" Diameter 30" 06, 50" 06.` 5t6" Diameter 3q" OC 55" Od, Exposure "C" 110 mph 120mph 1/2" Diameter 2q" Od, 25" 06, 5t8" Diameter 2q" Notes: Anchor Polls to be a min. of T' embedded into concrete, max 12" from any corner and splice, min. 2" from edge of sill plate. Anchor bolt u~asher to be 2" x 2" x 3116, max 1/16" oversized hole. Use hot dipped anchor bolts and t,uashers In all flood zones Double up aH 2x6 sill plates and lap bottom splice uAth top plate and spike top plate to bottom plate uAth (3) 1 having both anchor bolla t,ulthln 12" of splice on the bottom plate (Note: the boLtom plate splice must have a least one anchor bolt ~,tthln 12' from its end) ~mdou~ openings connections: uAndoLu~ size t~jack studs ~ king studs 1 2 4 6 10 (151) (2~1) hdr. connector 5]11 plate connector Roof D Rafter Slope Roof Span DD - Use Simpson H 10-2 at Rafter and face nail RR& CJ together udth ( Use same connection at ceiling joist to ceiling joist lap splices. Roof E Rafter Slope Roof Span EE - Use Simpson H 10-2 at Rafter and face nail RR& CJ together u~ith ( Use same connection at ceiling joist to ceiling joist lap splices. RIDGE CONNE6CTION5 Exposure "B" (15(2) Roof "A" Ridge d,onnectlon 5pan Pitch Ridge Capacity = x 1 35= AAA * Use d,S 20 Strap t6"oc RooF"B" Ridge Connection Span Pitch Ridge Capacity = x 133= BBB - Use CS 20 Btrap 16" cc Roof "C" Ridge Connection Span. Pitch Ridge Capacity = _ x 133= CCC-Use 1 1141n. x20 guagestrapuXth ( ) ed nalls in each end of strap. Roof "D" Ridge Connection Span Pitch Ridge Capacity = x 133= DOD - Use 1 1/4 in x 20 guage strap t,uith ( ) Cd nails in each end of strap. Roof "E" Ridge Connection Span Pitch Ridge Capaci~ = x 1 EEE- Use 1 1/4 in. x 20 guage strap with ( ) 3d halls in each end OF strap RIDGE CONNECTIONS Exposure "C" (250) Roof"A" Ridge Connection Span__ Pitch Ridge Capacity = x 1 33= AAA-Use 1 1/4 In. x20 guagestrapu)lth ( ) 8d nailsin each endofstrap Roof "D" Ridge Connection Span Pitch Ridge Capacity = x 133= BBB-Use 1 1141n x20 guagestrap~ulth ( )bdnallslneachendofstrap. Roof "C" Ridge Connection Span Pitch Ridge Capacity = _ x 1 33= CCC-Use1 ll4in, x20 guage strapuAth ( ) 8d nails meach end ofstrap. nails ) l&d nails. Door~ 21 22 24 25 21 2q 30 Ridge Connection 5trap - 6320 16" 06, rMge va, ~/ (coat) Ridge 6,onnectioq 5trap - 0520 16"0C ridge size ~Jackstuds ~kingstuds hdlr. connector (simpson) Exterior Perforated ( Type II ) Shear Y,lalls Exposure "E" Building Fda~l Elavatlsn Flail Height Opn'g In t.uall, height of, max. Solid u~all area betu~een ~tndo~s & Doors Min. length full hr. shear ( table 3.11 Adb) (a) F/all hr. adjustment ( Y~all ht 18') Shear u)all adjustment ( table 5,1 lb) (c) Min. Length Fult Ht Sheathing ( a x b x c ) = d Length of overall u~all % of full ht sheathing ( solid u~allllength )% Value "d" Perforated length increase (table 3 11E) (e) Hin. length Full Ht Perforated u~aII (d) x Perforated cualt (de) < solid u~all (st.u) ? Exterior Perforated ( Type II ) Shear ~lalls Exposu~ra "C" Parrallel to ridge Nomrth Bouth Parraliel to ridge North South Building F/all Elevation Ylall Height Opn'g In ~vall, height of, max. Solid t,uall area bettueen udndotus & Doors (.au) btin length full ht shear. ( table A3 11 Adb) (a) Pdall hr. adjustment ( VXall hr./5') (b) Shear t~all adjustment ( table 5.1 lb) (c) Him Length Full Hr. Sheathing ( a x b x c ) = d Length of overall u~atl % of f~ll ht sheathing ( solid ~vallllength )% Value "d" Perforated length increase (table 3 11E) Hin. length Full Hr. Per'¢orated u~all (d) x (e) Perforated t.usll (de) < solid u~all (sm,u) ? Plate Splice (2) - rou s of 16d ea. side of ~ splic, e balD%.., ~,.~Fop plate anchor bolts / ~ Bottom plate "TOP YIEf/" Header strap King studs Jack studs 5ill plate strap Perpendicular to ridge East P4est Perpendicular to ridge East F/est Roof"D" Ridge d,onnecfion Span Pitch _ Ridge Capacity = x 133= DDD - Use 1 1/4 in x 20 guage strap uXth ( ) 3d nails in each end of strap. Roof"E" Ridge Connection Span _ Pitch Ridge 6,apacity = ___. x 133= EEE-Use 1 1/4in. x20 guage strap u~ith ( )bd nailsin each end ofstrap OVERHANG OUTLOOKERS Connectors ( Gable so,ts) Exposure "B" 110 mph 120mph H2.5A (simpson) H2 5A (slrrnpson) Exposure "6.," 110 mph 120mph H2,EA (simpson) H6 (slmps~on) 4" CC nailing 4' perimeter nailing blocking zone 20" holdoum Na ng Schedule Table 3.1 Joint Description ROOF FRAHING blocking to rafter - toe nailed rim board to rafter -end nailed P, IALL FRAHING top plate to top plate - face nail top plates ~) Intersection - face stud to stud - face nailed header to header - face nailed top or bot. plate to stud - end nail bottom plate to floorJolst, band Joist, endJotst or blocking FLOOR FP~MING Joist to sill,top plate or girder -toe bfldglng to Joist - toe nailed blocking to joist - toe nailed blocking to sill or top plate - toe ledger strip to beam - face joist on ledger to beam - toe band Joist to Joist - end nailed band joist to sill or top plate ROOF BHEATHING structural panels d,EILING SHEATHING gypsum u)allboard ~ common ~ box nails nails 2-6d 2-10d 2-16d 5-16d nail spacing each en~ each end 2-1bd 2-16d perfoot 4-16d 5-16d Joints-each side 2-16d 2-1&d 24"OO 1-16d 1-16d 16" o~ along edges 2-16d 2-16d perstad 2-16d 2-16d perfaot 4-5d 4-10d perJolat 2-bd 2-10d each end 2-5d 2-10d each end 3-16d 4-1&d each b,lock 3-16d 4-16d eachJoist 3-8d 3-10d perJolst B-lCd 4-1&d perjolst 2-16d 5-16d perjolat 10d 5d coolers 5d coolers sea cha~ a 1" edge/10" field '(~OO0 F~A~ CONOTEUCTION Max, 6,adtllaver- Icad bearing Non - loading bearihg: cant. span < 1/4 of Floor Joist span ,J kXtALL SHEATHING structural panels gypsum wallboard FLOOR SHEATHING structural panels < 1" (112) 5d 10d 5d coolers 5d coolers 6d see chart b '7" edge/10" field 10d 6" edge/12" field Solid blocking ~) 1st ~uo e~d b~gs of floorJolsts for each floor @ 48" Od,. EIocklng ~o racelve a min. of (2) 5d @ each end of blocking. ROOF SHEATHING REQUIREHENTS FOR F/INS LOADS Exposure "B" = 1/2" Exposure "d," = 1/2"' ' applied ~ulth corrosion resistant fasteners ( R q05.2.T2) Attachment requirement are to be applied on Doug Fir Rafters udth 6d common or 1 Od box. Perimeter sheets are 4'-0" out from all edges of roof plane NAIL SPACING for Roof Sheathing - CHART A Exposure "D" 4' perimeter sheet~ Intedor sheets 110 mph edge 6"0C edge 6"00 Intedor 12"O6, Intedor 12"0C 120 mph edge 6"Od, edge 6"0C Interior 6"0C Interior 12"0C Exposure "6," 4' perimeter sheets interior sheets 110 mph edge 6"0C edge 6"OC Interior 6"CC Interior 6"0C Bolld blocking 0 1st t~o end bays of roof rafters @ 45" OC. Blocking to receive a min. of (2) ed @ each end of blocking. Pdell Framing Studs Exposure B 110 mph 2x4 2x6 Stud length b-11 11-6 Douglas Fir ~2, Fb = 650, E= 1,600,000 120mph 2x4 2x6 14-0 16-4 Douglas Fir fi:2, Fb = 850, E= 1,600,000 K" 120mph 2x4 2x6 16-6 20-2 Studs Exposure C 110 mph 2x4 2x6 Stud length 11-0 16-¢ Perforated Shean,uall Holdoum d,apaclty for Exposure "B", "d,", "D" F/all Height Lbs. Aspect Ratio OUTLOOKER 5'-0" 5465 ~ per floor 5 11211 "code" q'-0" 5q24 ~ per floor Actual L/I.N = 10'-0" 4360 ~: per floor I, ~ < 3.5 12'-0" 5232 :P per floor Holddoum 8d Nail at 6"0C ..... (alt Panel edges) . . . / ; %~'I.~III~DI (2) 16d Nad at / 5d cooler= 1 5/5" 5d gypsum panel naif,l~ 1/2 ga.,15/(24" dia. head = 1 1/4" drg~uall scre~u Detail F/hera attic floor or ceiling diaphragm ( 6'-0" In from gable ~allls) Is used to brace the gable end! uJall or u.~hera a hip roof sgster~ Is used you don't have to block the 1st trued rafter bags SHEATHING REQ'MNT5 Hax. d,antllaver- Icad bearing Non -- loading bearing: cant. span < 1/4 of~ Floor Joist span HURR16,ANE SHUTTER5 ! . ' The General Contractor IS to provld~ the structure ~ulth 112." ~DX pkju~ood pane!s u~/pre-drilled hoie~ ~r and Doors, Pa~el~ to be ~mberad and stored on Site In a d~ area. Use 2 1/2" ~ ~0od 5~: lb" CO foF 0~ - 1'-11" P~nel span end, uae ~ameu~ood 1~" 05 ~or 2'-0" ~ ~'-11" Pahel apart / screU~s Dom fable ~r 12" OC for 4'-0" - E'-I I" Panel span barre} bolt receiver q" OC for 6'-0" - 6'-0t' Panel span, ' / 16" OC ~r :,0' ' 1'-11" Panei span 1~" OC ~or 2'-~~ - 9'-~l",Pahe span e" 0C 4'-¢': 12" O~ ,~ ~;-0'; -~'-0" Fatal span Pl~od Panel 5huEe~ (a · Unautbodzed..alteratlonoraddflontothspan sav~oa~0nol~ . section 120~ of the N'Y5 E~uC~Mon . ~oples oF this plan nO~ bep~ng the, Arohf~'a-~ tnke~ s~l:a~d slg~atUra ' and shall deem ~plan to' n~ b~ valld,~¢aled and s~g~- good for ane 6a ondar yea~ Eom ~e dat~' S~d'D~. ' .e ThJ~ pla~,ls for ~e Dulld[ng~10t aaa~es bel~ a~d Js ~r a one time u~e, , ,' , , ~ [~ ~ENE~L NOTE~,~PEGtPIGATIONE,, ,'. ' , . ' , ~ ~ ,,,',~' ' . ,..