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36396-Z
Town of Southoid Annex 54375 Main Road Southold, New York 11971 1/25/2012 CERTIFICATE OF OCCUPANCY No: 35412 Date: 1/25/2012 THIS CERTIFIES that the building Location of Property: 60 Laurel Court, Laurel, NY, SCTM #: 473889 Sec/Block/Lot: 125.-4-24.14 Subdivision: Filed Map No. conforms substantially to the Application for Building Pernfit heretofore RESIDENTIAL NEW CONSTRUCTION 5/2/2011 pursuant to which Building Permit No. 36396 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for Lot No. filed in this officed dated dated 5/17/2011 which this certificate is issued is: Construction of a New Single Family Dwelling; Kitchen, Breakfast Room, Great Room, Living Room, Dining Room, Foyer, Home Office, Laundry Room, 3 Car Garage, Covered Porch, Rear Deck, Pantry, 3 Bedrooms, 3 1/2 Baths, Bonus Room, Unfinished Basement, Mechanical/Utility Room, Attic, as applied for. The certificate is issued to Emanuel Development Corp (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/14/11 R10-05-0211 1/19/12 36396 1/25/12 Michael Ridolfi ig 1ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36396 Date: 5/17/2011 Permission is hereby granted to: Emanuel Development Corp 3505 Veterans Memorial Hwy Ronkonkoma, NY 11779 To: Construction of a New Single Family Dwelling; Kitchen, Breakfast Room, Great Room, Living Room, Dining Room, Foyer, Home Office, Laundry Room, 3 Car Garage, Covered Porch, Patio, Pantry, 3 Bedrooms, 3 1/2 Baths, Bonus Room, Unfinished Basement, Mechanical/Utility Room, Attic, as applied for. ~tn",~ '-~Cr- £C~f ~C~ ]/~/~/~lJ At premises located at: 60 Laurel Court, Laurel, NY SCTM # 473889 Sec/Block/Lot # 125.-4-24.14 Pursuant to application dated To expire on 11/15/2012. Fees: 5~2~2011 and approved by the Building Inspector. CO - NEW DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $3,668.40 $3,718.40 Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 JAN 2 5 20 2 BLDG DEPI, TOWN OF SOUT'dO[D APPLICATION FOR CERTIFICATE OF OCCUPANCY This applicatioo must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I.g'Final survey of property with accurate Iocatiou of all buildings, property lines, streets, and unusual uatural or topographic features. 2. '" Final Approval from Healtb 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/I 0 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliauce from architect or engineer responsible for the building. 6. Submit Planuing Board Approval ofcornpleted 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 uatural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. [fa Certificate of Occupancy is deuied, the Bui[diug Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, AIteratious to dwelliug $50.00, Swimming pool $50.00, Accessory building $50.00, Additious to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupaucy on Pre-existing Buildiug~ $100.00 3. Copy of Certificate of Occupaucy- $.25 ' 4. Updated Certificate of Occupaucy- $50.00 5. Ten~pol-ary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Date. Old or Pre-existiug Building: Street (cbeck one) Owner or Owners of Property: Suffolk County Tax Map No 1000, Section [ .~'~ Block q Lot SuEdivision ~-~4~.~./ /I ~x~ ~, Filed Map. I ~ '~ I ~-- Lot: Permit No- ~~i~ Date of Permit. 'C~-[~-II Applican!: (~__~ yttl&. )x/~.~.~ Health Dept. Approval: l,'/ Underwriters Approval: Final Certificate: ~ (check one) Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Hamlet &'-I. tq Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971 0959 Telephone (631) 765-1802 Fax (63 I) 765-9502 roger, r chertC, town.southold.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Massaro Address: 60 Laurel Court City: Laurel St: NY Zip: 11942 3uilding Permit #: 36396 Section: 125 Block: 4 Lot: 24.14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Brother Security & Electric License No: 46887-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt 11 Main Panel A/C Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures Wall Fixtures Recessed Fixtures Fluorescent Fixture Emergency Fixtures~ Exit Fixtures L_ HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS 300a underground service, 3-paddle fans, 5oexhaust fans, 4-under counter lights 7-ARC fault circuit breakers, 3-flood lights Notes: Inspector Signature: Date: Jan 25 2012 81-Cert Electrical Compliance Form 02/8612003 8B:28 Town Hall, 53095 Mait~ Road P.O. Box 1179 $outhokl, New York 11971 0959 ~NTHDNV Fax (631 ) 765-9502 Tsleph0rm (633.) 765-1802 BUILDING DEPARTMENT TOVCN OF 8OUTHOLD CERTIFICATION Date: ~Z/ I"I / Z, o l l Building Permit No. ~ _~%c~ ~, (Please print) (Ple~e pnnO I certify that thc solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to befor~ me this ~be~Si~ature) day of ~--~-- _, 20 ~ u_ Nota~' Public, ~-l~',.~.r.O.,t ___ County 7H_-;2ESA DI£~ASE Notary Pablic State of New York No. 01DI6104312 Nassau County Commission ~xplr~ January 20, 20..:L~.-- . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL} REMARKS: ~~ "~-~..~ DATE ~'~/¢¢ INSPECTOR [ ]FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ! F~U~DATION 1ST [ ]ROUGH PLBG. [,~,~FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ./~'~ ~-~ F ~'~./ DATE ~INSPECTOR WN OF SO 765.1802UILDING DEPT. INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]/~UNDATION 2ND [ ] INSULATION [~/] FRAMING/STRAPPING [ ]FINAL [~] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ]ELECTRICAL (ROUGH) [ ]ELECTRICAL(FINAL) INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPEC/T/ON [ ] FOUNDATION 1ST [//] ROUGH PLBG. FOUNDATION 2ND [ FRAMING / STRAPPING [ FIREPLACE & CHIMNEY [ FIRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRI.CAL (R~H) /~.[ _]~ELE~TRICAL (FI~L, REM~_RKS' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ] F/F/F~UNDATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] F/IRL~SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ~] FIRE RESISTANT PENETRATION [ ] ELECTRIC. AL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS~,~-- ~/~- /~- DATE INSPECTOR ~"~'~ TOWN OF SOUT7~50.1L~oB2UILDING DEl INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [~LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~I~LATION [ ] FRAMING/STRAPPING [~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS~/~r~ __.~-~~/-- ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] RO~H PLBG. FOUNDATION 2ND [/~NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO~,H [ ] ELECTRICAL (FINAL) REMARKS: ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]IN/.SU~~ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) ~ELECTRICAL(FINAL) REMARKS: DATE iNSPECTOR ~:~~ Building Inspector of Town of Southold, N.Y. November 20, 2011 Re: 60 Laurel, CT Laurel, N.Y. 11948 D~ar Sir: As per the Owner's request the "Troy" Ceiling in the Master Bedroom has been The Roof Framing has been changed from prefab roof trusses to conventional framing, using 2"x10'' ceiling joists atari 2"xl 2" Rafters on 16" o.c. I have visited the job site and inspected the above. CC Emanuel Dev. Corp. EInaimel Development Corp. 1()93 (~habhs Path Southol(t, NY 11971 l'honc {~31-76,>3826 Fax (331-763-5368 January24,2012 RE: Emanuel Development Corp. 60 Laurel Court Laurel, NY 11948 To Southold Town Building Dept. This letter is to confirm out intent m provide ground cover on the property referenced above. Due to the weather at this time of the year, it is not possible to provide ground cover at this time. It is our intent to do so when the weather allows. Thank You, Peter DeNicola For Emm~uel Development Corp. 011)060{t5328, Sulfolk, C~.ount'/ lerm Expires July 7, 20 / 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,,N¥ 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,.-'~ ~ ]7 ,20 II Approved ~' "'- / '7 , 20 I I Expiratton t l ~ /~-~ ,20 1¢9'~ ~!~¥ -? 2~I1 l0 S0,Jit0LD PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Plmming Board approval Survez Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Stom~-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20ti 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 lbr the issuance 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 re~noval 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, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~t'~ ~. r~ ~ ,,z b,t at to [4, ¢.n ~,rOt (As on the tax roll or latest deed) If applicaj;r/$s.,a,cor~o, ratiork..s~nature of duL~ authorized officer ~/(Na"~ar~d title of corporate office}) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of'land on which proposed work will be done: House Number Street Hamlet Lot ".2. t~o / y Lot ~ / 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy t/~_~'~ f~, ,,~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost '¢ 4J/OO~ O~-'~ Fee If dwelling, number of dwelling units [ If garage, number of cars .~ Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height_ Number of Stories 8. Dimensions of entire new construction: Front ~0' Rear~ Height 02 ~ ' Number of Stories 9. Sizeoflot: Front I¢'V. Z9 ' Rear I~0 ' Depth I ~'O ' Rear _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES ¢/NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ~m~,~.^*.t. i~*h~l'dress ~'C~,&L~ ~d4,, Phone No. 26 Name ofArchitectl~o~q's,~ aw:b&-c'fl,,'¢ Address ~O ~'¢' %'~q tiMid'hone No Name ofContractorf~4'~ ~:~q,~u, ~?~d~.',,f~*~-Address tt~l< r.r-&~t~.~ [,4& Phone No. I5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate tbundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~ '~f~/~ COt~ 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 perfbrmed in the manner set tbrth in the application filed therewith. Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $.C.T.M.~. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A j~,~ L~ c~,~c~ STORM-WATER, GRADING~ DRAINAGE AND EROSION CONTROL pLAN Di~tet Section BlOCk Lot C.~ ~ ir~=u BY A DESIGN PROFF.~,uNAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUUI'ION iTEM# / WORK ASSESSMENT I Yes No a. What is the Total Ama of the Pmjec~ Parcels? (InclndeTotalgma0fallParcelslocetadwithi.~<'7']'~' ' ~2_~- ~'~ 1 Will this Project Retain AII Storm-Water Run-Off the Scope of Work for Praposed ConstmcUerl) Generated by a Two (2') Inch Rail~all oe S~e? b. What is the Total Ama of Land Cleating ~S.F./.~) {This item will incJnde al~ ton-off created by site cleating and/or construction acth~es as well as all and/or Ground Disturbance for the proposed ~ Y t ~ ~'~ %'-{5' Site Improvements and the permanent creaf~x,1 of construction activity? (~F. I Ac~s) impervious surfaces.) PROVIDE BRI~F PROJF. CI' DESCRII'TION IP.,,*~a,~P~,} 2 Does the Site Plan and/or Survey Show NI Proposed Dmthage Structures Indicallng Size & Location? This/,/ r'~ item shall Include all Proposed Grade Changes and V 3 Does the Site Plan and/or Survey describe the erosion control site erosion and stoon water dischergas. This ~./-~ ~- g' ~(' ,c ? ~_~ ~ l ~/r~. fi C&'?/~ item must be maintained throughoUt the EnUre Construction Peded. ~,,~/da~ae~, 4 wiil this Project Require any Land Filling. Grading or Excavation where there is a change to the Natural I~l Existing Grade involving more than 200 Cubic Yards~ --V of Matedal within any Pamel? 5 Will this Application Require Land Disturbing Activities ~ ~./~/ Encompassing an Area in Excess of Five T~ousaed (5,000 S.F.) Square Feet of Ground Surface? -- 6 ts there a Natural Water Course Running through the Site? Is this Project within the Trustees judedictlon il ~./ ~e~eral DEC SWPpp Requirements: or within One Hundred (100')feet of a Wegand or Submissio~ cf a SWPPP is required for ail Co~struction act~vitiss i~volvisg sell Beach? distedmnce$ of one (1) or mo~e acres; including disterhences of less than ~ne acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one of n~re acres of land; which Exceed Fifteen (15) feet of re.cai Rise to i i incisding C~nstmctlon antivitiss involving soil disturbances of less than c~e (1) acm where One Huedred (100') of Horizontal Distance? the DEC has determined that a SPDES permit is required for stonm water discharges. SWPPP's Shall meet th~ Minimum Reqntremente of the SPDE$ General Permit 8 Will Driveways. Parking Areas or other Impervious for Storm Water Discharges from Construction activity. Permit No. GP-0-10-001.) Surfaces be Sloped to Direct Stsrm-Wat~r Run-Off 1. The SWPPP shall be prepared prin* fo the submiaa~ cf the NOI. The NOI shall be intO and/or in the direction of a Town right-of-way?.~L~ -- submitted fo the Department pris~ to the commencement of c~mstmcfion acrid. 2. lira SWPPP ofmll ~be the elosion and sediment c<~tml pmc~ces and where 9 Will this Project Require the Placement of Matofia[. requbed, pest-conslmcflo~ steml '~.mt er management practises thnt will be used zed/or Removal of Vegetation andlor the Construction of any STATE OF NEW YORK, COUbrI'Y OF ........................................... SS 'l~zt [, .[....x.~.....=¥..;....,.:.....:.~..:......=....~ .......... :,.-~.~..:...;.~.,:.._bc~-~,d~7 s,wo,~m, deposes ;md ~ys that be/sbe is the appEcan[ [or Permit, And that he/she is the ....... ..~.'.?...~..(.9~&t..'/~.....~....-~..)...C..r...~. Owner and/o~of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this appn~l~tlon; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set £ollh in the application filed herewith. Sworn to befo~ me thi~; _, ~/9//3~,- ............... ' ............ 1-/ ............. y oK ........ ---':~--.]-.-11 ........................ 20LI.. tx..~ / ,'h. , ............ .......................... FORM - 06/10 ~1o. 01006095328, Suffolk County Term Expires July 7, 20 i ~. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 TeLephone (631) 765-1802 ro.qer rich er t d,t~w(en3.~s) o7 u~'l~(~, ny. u s BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) Block: Lot: Z~4, f~/- *BRIEF DESCzRIPTI~O~N OF WORK (Please Pdnt Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Informatior~lf-rmeded] *Service Size: ~ 3Phase 100 150 200~,~ 350 400 Other *New Service: Re-conne~d-ergrou~Number of Meters Change of Service Additional Information: l, '~-~ '% PAYMENT DUE WITH APPLICATION Overhead 82-Request for Inspection Form BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Owner: Estimated Cost. ~7 ~ Conforming? City: Pre COs? SCTM# 1000-- /;,.5-- Property Address: ~ 0 ~ ~, Building Permits (Ope'n/Expired): BI, ----- -Z / C/0 Z- -- ., Info: BP -Z / C/0 Z-__ Info: BP -Z / C/0 Z-__ ~ BP __ -Z / C/0 Z- , Info: , Info: BP -Z / C/0 Z- , Info: __ Single & Separate Search Required? Y or, Determination: · Q. 'g = ~ . Pig .__ ~ ~ , P~oject. Dgscrip~qn: ~ Waterfront. y ~ I[yesn ~e~ b~dy: .Paflei~ ADDITIONAL APPROVALS I~QUI~D Suffolk Coun~ Health~r N- - If no, certification required: Y or N Received: Y or N By: ~S DEC: tas-wc 9ads Y o~ Date: / / Permit g: or NJ Letter - Notes: Southold Trustees: Y or~ Date: / / Permit ~: or NJ Letter - ]Notes: Southold ZBA: Y o~ Date: / / Permit g: - Notes: Southold Planning: Y or~- Date: / /Permit ~: - Notes: Town Landmark C of A: Y ~TE: // ~ *~S CODE Compliance (page 2~or N Fee Structure: Foundation: 33¢0 SE First Floor: __ ~2~c-- ~ (a _SF Second Floor: 7 bc~5~ SF Other: ~" S F Total: ~} (o 7 [ _SF Calculation: 7/ + Initial Fee: $ + Additional Fee ( ): $ SF X $ -$ + Initial Fee: $ ~-~ ~iffq oo + Additional Fee ( ): $ TOTAL: $ ~00 , O0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIM TIC/GEOGtLAPHIC DESIGN CRITERIA: .Grountl Snow Load: 20. xI~ Wind Speed: 120MPH / Seismic Design Category~ B Weathering: Severe ~ Frost Depth: 36" ~ Termite: M-H ~ Decay: S-M D~ign Temp: I1 ~' 'Ice Shield Underlay: YES . /~0 USE/OCCUPANCY CLASSIFICATION: · HEIGI~IT/FIRE AREA: O ~ TYPE OF CONSTRUCTION: i.1/o4~ DESIGN CRITERIA: ENGINEEP, ED/I~-~T~ FULL FPCAM1NG DESIGN ELEMENTS/~,I I E ERs:C m _ WgLSt S CEILING JOISTS: t~Y/N FLOOR JOISTS~/]N LUIM[BER SPECIES AND GIL6.DE:~/N Flood Hazards: GIILDERS~ ROOF IL41ZTERS: ~N WINDOW AND DOOR SCHEDULE: ~7/y~ .MISSLE TEST REQUIREMENTS: ~/N 8/r LIGH~ 8%:~N ~rENT 4 %: ~/IN NAILING/CONSTRUCTION SCHEDULE: MEANS OF EGP~SS: ~/'N PLUMBING R1SER DIAGP,_AM:~q LOCATION OF FIT~E PROTECTION EQUIPMENT: Y/N TRUSS DESIGN:~/N CERT~ICATION: Y~) ENERGY CALCS (~ COMPLIENCE? f~l/1N (RETURN TO PAGE ONE) TOTAL S.C.T.M. NO. DISTRICT: 1000 SEC'lION: 125 BLOCK: ,IL LOT(S:): 24.14 ='UFFOLK COUNT'/[')':~. ~'-''~NT OF HEALTH $£RVICE5 ' VACANT c[ LAUREL (5o') COURT EL S 10°28'53" E EL ,~s.~i 154.27' EL 49.8 VACANT i ' '~ EL(~.5) H~ ~ .L'~a ~ EL 52.8 .4 b DW[LLING ~ ~(~.5) WATER ~ LOT 20 VACANT ~ 7~ VACANT TEST HOLE ~1 F~L~D ~ tHE WAE~ SUPPL~ ~LLS ~NO CESSPOOL NOTE: UNDERGROUND UTILITIES LOCA~ONS SHO~ ~ F~ F~LO 08S~WF~ONS AND ~ DATA ~TA;NED FR~ OTHERS. ACRES ELEWFiON O~TUU: ASSUMED AREA: 54,225 S.F. OR o.7g ......................... UNAUTHOriZED ALTERATION OR ADDITION TO THIS SUR~Y /SA ~OLA~ON OF SECT/ON ~209 OF THE NEW YORK STATE EDUCATION LA~ COPIES OF THIS 5U~Y MAP NOT DEALING THE LAND SU~YOR'S EMBOSSED SEAL SHALL NOT ~E CONS/DE~ED TO BE A VALID TRUE COPT GUA~AN~ES INDICATED HE~ON SHALL ~UN ONL~ TO tHE PE~ON FO~ ~0~ THE 5U~Y ~S P~EPX~EO ANO ON H~S 8~HALF FO ~ T~TLE COUPXN~ CO~NUENTAL ACENC~ AND LENO~NC LISTED HE~EON, AND TO TH~ ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES A~E NOT ~ANSFE~A8LE. THE OFFSETS O~ OIMENSIONS SHO~ HEREON FRO~ THE P~OPE~TY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THErEFOrE THEY ARE NOT INTENDED TO MONUMENT THE P~OPE~TY LINES O~ TO GUIDE THE ERECTION OF FENCES, ADDI~ONAL STrUCTUrES O~ AND OTHE~ IMP~O~MENTS. EASEMENT5 4ND/O~ SU8SU~FACE ST~U~U~E5 ~ECO~DED O~ UNrECOrDED ARE NOT GUA~AN~ED UNLESS PH~/CALL Y E~DENT ON THE P~EM/SES AT THE T/ME OF SURLY SURLY OF: LOT 21 CERTIFIED TO: KATGIN DEVELOPMENT CORP; MAP OF: ~UREL LINKS FILED: NOVEMBER 25, 2001 AS ~10712 SITUATED AT: ~U~L TO~ On SOUTHOLD ~NN~ ~. ffOYCHU[ L.S. SUFFOLK COUNTY, NEW YORK ~nd Su~e~ng and Desi~ FILE ~ 29--58 SCALE:1":30' DATE: SEPT. 30, 2009 Pso~ (est) ~.-l~ y~ (~) ~-1~8 S.C.T.M~ NO. DIS'~ICT: 1000 SECllON: 125 BLOCK: 4 LOT(S): 24.14 VACANT 150' VACANT 150' . CL 50.4 LAUREL (50') COURT E, 49.2 EXISTING WATER MAIN CL 50.1 /CL 50,7 / 51.1 LOAM 4' SAND AND GRAVEL NO WATER 18' TEST HOLE #1 FILED MAP S 10°28'53'' E EL 49.5 EL 50.5 5' MIN EL 55.1 ~ . EL(53.5) ,O'L i ,0 86.2' PROPOSED OWELLING m.(65.5) 154.27' ~ / v_ 49.~ ,0 '0~ x, m.{~.o) ~ 4,. ~8,~' ,,iI EL(~.O) · 4.1.8' - - LOT 21 EL 2, ee EL 52.8 DWELLING W/PUBLIC WATER 150' LOT :20 VACANT 150' EL 51.2 DRAINAGE CALCULATIONS: FOOTPRINT=4,255 SD.FT. 4,255 x 0.166=706cf REQUIRED (2) 8'DIA x 8' DEEP DRYWELL=706cf PROVIDED DRIVEWAY= 1,450 SO.FT. 1,450 x 0.166=24~cf (1) 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED VACANT 150' REVISE HOUSE 11/5/09 THE WATER SUPPLY, WELLS AND CESSPOOL NOTE: UNDERGROUND UTILITIES LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 34,225 S.F. OR 0.79 ACRES ELEVATION DATUM: _A_S_S_U__M_~_D_ ................ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EOUCATION LAF~ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDEREO TO BE A VALIO TRUE COPY: GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS ,:'REPARED AND ON HIS D?HALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LE:,iDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINE5 OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC"TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISE5 AT THE TIME OF SURVEY SURVEY OF: LOT 21 MAP OF: LAUREL LINKS FILED: NOVEMBER 23, 2001 AS #10712 SITUATED AT: LAUREL TOWN Or: SOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 29-58 SCALE: 1"=30' DATE: SEPT. 30, 2009 CERTIFIED TO: KATGIN DEVELOPMENT CORP; KENNETH M. WOYCHUK L.S. Land Surveying and Design P.O. Box 3, Mattituck, New York, 11952 PHONB (881) 808-1888 FAX (881) ~08-1588 matntalninf the records of Robert J. Hennessy S.C.T.M. NO. DISTRICT: I000 SECTION: 125 BLOCK: 4 LOT(S): 24.14 TOWI'I J~,F !~0 iri~0LD VACANT 1§0' CL o.2 LAUREL (5o') COURT EL EXISTING WATER M~JN EL 49.8 CL 50.1 VACANT ' ~, ~ ~ ~ , I~ EL(53.5) /o.~EL(~.5)~ .-- a3B~3 , Jm 25.5' ' EL 52.8 FFL(~.O) DWELLING P~ED W/PUBLIC ~LLI~ WATER ~L(~.5) k L ..... 150' ~ ~ ~uo.o3 LOT ~0 / CL 50.7 / ~ ,o' LOT~I ELEV. 4~7.3 ' ./3../~L 5 LOA.~ :4' ' ~ ~ ~ND ~ EL 51.~ AND ~'~O~~~ G~VEL ~ VACANT ~ DRAINAGE CALCULATIONS: -'uO' VACANT / 150' A) FOOTP~NT=4,5~ 5Q.~. J 4,54g x 0. J66:755c~ REQUIRED (3) 8'DIA x 6' DEEP DR~ELL~794cl PROVIDED B) DRiVEWAY=t,450 SO. FT. N0 WATER ~8, 1,450 x 0. t66:241cf (~) 8'DIA x 6' D~EP DR~LL= 265cf PRODDED TEST HOLE ~1 FILED ~P CHANGE HOUSE 05-10-11 REVISE HOUSE 11/5/09 ~HE W~ SUPPL~ ~LLS ~ CES~OOL NOTE: UNDERGROUND UTILITIES L~Ano~s ~o~ ARE FROM F/ELD OBSERVA~ONS AND OR DATA ~TAINgD ~0~ OTHERS. AREA: 34,225 S.F. OR 0.79 ACRES ELEWnON OATUM: _~_ ............... UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURLY IS A ~OLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~ COPIES OF THIS SURLY MAP NOT BEARING THE LAND SU~YOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPK GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR ~OM ~E SURLY IS PREPARED AND ON HIS BEHALF TO TNE TITLE COMPAN~ GO~RNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITU~ON, GUARANTEES ARE NOT ~ANSFERABLE. THE OFFSETS OR DIMENSIONS 5HO~ HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT ~E PROPERTY LINES OR ~0 GUIDE ~E ERECTION O~ FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPRO~MENTS. EASEMENTS AND/OR SUBSURFACE STRU~URES RECORDED OR UNRECORDED ARE NOT GUARAN~ED UNLESS PH~ICALL Y E~DENT ON THE PREMISES AT THE TIME OF SURLY SURLY OF: LOT 21 CERTIFIED TO: KATGIN DEVELOPMENT CORP; MAP OF: ~UREL LINKS FILED: NOVEMBER 23, 2001 AS ~10712 SITUATED AT: ~UREL TO~ OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK ~nd Su~e~ng and Design FILE ~ 29--58 SCALE: 1 ":50' DATE: SEPT. 30, 2009 N.Y.S. UC NO. 50227 S.C.T.M. NO. DISTRICT: 1000 SECTION: 125 BLOCK: 4 LOT(S):24.14 JUL -7 2011 TOWN OF SOUTHOLD VACANT 150' CL 50.1 VACANT 150' CL S0.2 LAUREL (5o') COURT EL 4,.2 £XISTING WATER MAIN S 10o28'53'' E EL49.5 154.27' EL 50.5 CL 50.4 / CL 5o.? / 51.1 LOAM 4' SANQ AND GRAVEL NO WATER 18' TEST HOLE ~/1 FILED MAP EL 49.8 EL 53.1 I I EL(55.5) EL(S5.5) .~. EL(53.5) EL Zoo, FOUNDATION LOCATION TF-, 56.7 25.5' GARAGE 1R.6' ,4 1 LOT 21 EL(53.0) EL 52.8 42.8' -- EL DWELLING W/PUBLIC WATER 150' LOT 20 VACANT 150' EL 51.: )' DRAINAGE CALCULATIONS: FOOTPRINT=4,549 SO.FT. 4,549 x 0.166=755cf REQUIRED (3) 8'DIA x 6' DEEP DRYWELL=7g4cf PROVIDED DRIVEWAY= 1.450 SO. FT. 1,450 x 0.166=241cf (I) 8'D~ x 6' DEEP DRYWELL= 2§5cf PROVIDED NOTE: UNDERGROUND UTILITIES AREA: 54,225 S.F. OR 0,79 ACRES VACANT 150' FOUNDATION LOCATION 07/05/11 CHANGE HOUSE 05-10-11 REVISE HOUSE 11/5/09 THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR* DATA OBTAINED FROM OTHERS, ELEVA TIDN DA TUM: _A_~_~_U__M_~_~ ................. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~ COP/ES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY~ GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR H~OM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALL Y EVIDENT ON THE PREMISES A T THE TIME OF SURVEY SURVEY OF: LOT 21 MAP OF: LAUREL LINKS F~LED: NOVEMBER 23, 2001 AS #10712 SITUATED AT: LAUREL TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 29--58 SCALE: 1 "----30' DATE: SEPT..30, 2009 N. Y. G. LIC NO. 50227 CERTIFIED TO: KATGIN DEVELOPMENT CORP; KENNETH M. WOYCHUK L.S. Land Surveying and Design P.O. Box 3, Mattituck, New York, 11952 PHONE (831) 298-1588 FAX (631) 298-1588 maintaininf the records of Robert J. Hennessy S.C.T.M. NO. DISIICT: 1000 SECllON: 125 BLOCK: 4[ LOT(S): 24.14 VACANT 150' cL o.2 LAUREL (50') COURT EL 4s.2 EXISTING WATER MAIN :LC f S 10°28'53" E e_ 4o.5 154.27' -- ~ 49.8 CL 50,1 I .~ WELL ~ ~ VACANT 1 50' :~ EL 53.1 ~.x ] 53.9 / 57.8, EL ~ 25.5' EL 52.E i OF ~ 54.4' ~.4 1 S~ FRM. I DWELLING ~LUNO I W/PUBLIC 47.5' ~ EL ~.2 I WATER 43' L ..... 150' w~o o~c~ ' ' LOT 20 · i / / ~L 51.1 ~ WELL ~ND . ~ EL 51.7 150' NO WATER 18' FINAL SURVEY 12-20-11 -- FOUNDATION LOCATION 07/05/11 TEST HOLE #l FILED MAP CHANG[ HOUSF' 05-10-11 REVISE HOUSE 11/5/09 THE WATER SUPPLY, W~LLS AND CESSPOOL LOCAnONS SHOWN ARE FRO~ FIELD OBSERVATIONS NOTE: UNDERGROUND UTILITIES AND OR DATA O~TAINED FROM OTHERS. AREA: 34,225 S.F. OR 0.79 ACRES ELEVATION DATUM: _A_~_S_U__M_E?_ ................ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY~ GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S~7~UCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 21 MAP OF: LAUREL LINKS FILED: NOVEMBER 25, 2001 AS #10712 SITUATED AT: LAUREL TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 29--58 SCALE: 1"=30' DATE: SEPT. ,.30, 2009 N. Y. S. LIC NO. 50227 CERTIFIED TO: KATGIN DEVELOPMENT CORP; KENNETH M. W0YCHUK L.S. Land Surveying and Design P.O. Box 3, Matt/tuck, New York, 11952 PHONE (031) 208-t§08 FAX (Oat) 208-1508 ,/ / REScheck Software Version 4.4.1 Compliance Certificate Project Title: Proposed Residence: Lot 21 / Laurel Links Energy Code: 2009 IECC Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 5999 Climale Zone: 4 Construction Site: Soulbeld, NY 11971 Owner/Agent: Compliance: 0.2% Better Than Code Maximum UA: 614 Your UA: 613 DesignedContractor: Philip Monastero Monastero Architecture P.O. Box 5 Slony Brook, NY 11790 631-942-7416 pma rchitect@oponline.net Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 3514 30.0 0.0 123 2853 130 0.0 197 283 0.310 88 126 0.310 39 36 0.270 10 3314 19.0 00 156 Compliance Statement: The proposed building design describ~l here is consistent witl~ the building plans, specifications, and other calculations submitted with the permit application. The proposed building/4~s been designed to meet the 2009 IECC requirements in REScheckVersion4,4.1 andtocomply~~uiremen~edinl~l~SchecklnspeclionChecklist. Project Title: Proposed Residence: Lot 21 / Laurel Links Report date: 04/22/11 Data §lename: C:\_MJG_PROJECTS~009\MONASTERO_LAUREL LINKS_LOT 21/RES CHECK FILES\LAUREL LINKS - LOT 21zck Page 1 of 4 (g) Shower/lab on exterior wall: Insulation exisls be[ween showers/tubs and exterior wall. Sunrooms: [] Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and tho maximum skylight U-factor of 0.75. New windows and doors separating the sunrcom from conditioned space meet lhe building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are instalfad in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-varue. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cocling equipmenl and service water heating equipment have been provided. [] Insulation R-values and glazing U-faclors arc clearly marked on the building plans or specifications. Duct Insulation: [] Supply ducts in attics are insulated to a minimum of R-8. All other ducts in uncondifioned spaces or outside the building envelope arc insulated lo at least R-6. Duct Construction and Testing: [] Building framing cavities are not used as supply ducts, [] Ail joints and seams of air ducts, air handlers, filter boxes, and building cavities used as rcturc ducts are substantially airtight by means of fapes, mastics, liquid sealants, geskefing or other approved ciosere systems, Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened, Crimp joints for round metal ducts have a contact lap of at leasl 1 1/2 inches and arc fastened with a minimum of three equally spaced sheet-metal screws, Exceptions: Joint and seams covered with spray polyurelhane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevenl a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] Duct lighlness test has been performed and meets one of the following lest crifaria: (1) Postconstruction leakage 1o outdoors test: Less than or equal to 8 cfm per 100 fi2 of condifioned floor area. (2) Postconstruction fetal leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 fi2 pressure differential of 0.1 inches w.g. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested al a pressurc differential of 0.1 inches w.g. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 fi2_ of conditioned floor area. Heating and Cooling Equipment Sizing: [] Additional requircments for equipment sizing are included by an inspection for compliance with the International Residential Cede. [] For systems sewing multiple dwelling units documenlafion has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: [] Circulating service hot water pipes are insulated to R-2. [] Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is nol in use. Heating and Cooling Piping Insulation: FI HVAC piping conveying fluids above 105 degrces F or chified fluids below 55 degrees F ars insulated to R-3. Swlmrnlng Pools: [] Heated swimming pools have an on/off heater switch. [] Pool heaters operating on natural gas or LPG have an electronic pilot light. [] Timer switches on pool heaters and pumps are prcsent. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or wasle-heat-rccovery systems. [] Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrses C) the cover has a minimum insulation value of R-12. Project Title: Proposed Residence: Lot 21 / Laurel Links Repeal date: 04/22/11 Data filename: C:~MJG_PROJ ECTS~009\MONASTERO_LAURE L LINKS_LOT 21\RES CHECK FILES\LAUREL LINKS - LOT 21.rck Page 3 of 4 Exceptions: Covers are not required when 60% of the beating energy is from site-recovered energy or solar energy source. Lighting Requirements: [] A minimum of 50 percenl of lhe lamps in permanenlly installed lighting Pxlures can be calegorized as one of the following: la) Compact fluorescent lb) T-8 or smaller diameter linear fluorescent lc) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watl for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage · 40 Other Requirements: [] Snow- and ice-melting systems with energy supplied from lhe service to a building shall include automatic conlrols capable of shutting off the system when a) the pavemenl temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor lemperelure is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: I-IA permanent certificate is provided on or in the elecldcal distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit director' label, service disconnect label or other required labels. NOTES TO FIELD: (Building Departmenl Use Only) Project Title: Proposed Residence: Lot 21 / Laurel Links Report date: 04/22/11 Dala fllename: C:~_MJG_PROJECTS~2009\MONASTERO_LAURI:L LINKS_LOT 21\RES CHECK FILES\LAUREL LINKS - LOT 21 .rck Page 4 of 4 ~2009 IECC Energy Efficiency Certificate Ceiling I Roof 30.00 Wall 13.00 Floor / Foundation 19.00 Ductwork (unconditioned spaces): Window 0.31 0.28 Door 0.31 0.21 Heating System: Cooling System: Water Heater: Name: Date: Comments: REScheck Software Version 4.4.1 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-130 cavity insulation Comments: Windows: -] Window 1: Wood Frame:Double Pane with Low~E, U-factor: 0.310 For windows without labeled U-tactors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Doors: ~] Door '1: Glass, U-factor: 0.310 Comments: [] Door 2: Solid, U-factor: 0.270 Comments: Floors: Floor 1: All-Wood Jo/si/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: [] Joints (including rim joist junctions), affic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketad, weatbe~stdpped or otherwise sealed with an air barrier material, suitable film or solid material. --I Air barrier and sealing exists on common walls belween dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing, [] Recessed lights in the building thermal envelope are 1) type lC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. [] Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on lhe surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application, [] Wood-burning fireplaces have gasketad doors and outdoor combustion air Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1 ) a post rough-in blower door tesl result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a} Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/affic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed, (c) Above~Jrade walls: insulation is installed in substantial contact and continuous alignment with the building enveldpe air barrier, (d) Floors: Air barrier is installed at any exposed edge of insulation, (e) Plumbing and wiring: Insulation is placed between outside and pipes Bart insulation is cut to ffi around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring, (f) Corners, headers, narrow framing cavities, and rim joists are insulated Project Title: Proposed Residence: Lot 21 / Laurel Links Report date: 04122/11 Data filename: C:\ MJG PROJECTS~009\MONASTERO_LAUREL LINKS_LOT 21\RES CHECK FILES\LAUREL LINKS - LOT 21.ink Page 2 of 4 MiTek' Re: J-1100713 Monastcro AIA MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by P.D.J. Components. Pages or sheets covered by this seal: 118032744 thru I18032758 My license renewal date for the state of New York is June 30, 2014. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. Ju~29,2011 Liu, Xuegang The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. Thc suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Plate Offsets (X,Y); [2:0-3~ ,Ed~,e], 16:0-3~,Ed~el, [7:0~8,0-1~], [8:0~8,0~011 {11:0~-8,07~01, [ 12:0~-8,0-1~I LOADING (psf) SPACING 1~1~0 TCLL 23.1 CSl TC SC 071 VV~ 057 (Matrix) T LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 6 SYP NO.2 WEBS 2 X 4 SYP NO.2 *Except* BOT CHORD REACTIONS (lb/size) 12=7914/O-3~ (min. 0-14~), 7=10534/0-3-8 (rain 0-16) Max Horz 12=332(LC 6) Max Uptift 12~1846(LC 7), 7~2249(LC 7) July 29,2011 erector A ~U~ll pe'm anent beoc,ng o/ih .... I sltucture is the res~o~i~lity et t he ~u~c~ng ~i~d~Fr ~r ge~erol ~uickar~ e ¢egc~rding 7250 s May 11 2011 MiTek Industries, Inc Fd Jul 29 09!37:01 2011 Page t0: Ce S29NqFCfW~3FVhyKq F7mza5Dt~t3rT4xjRXWVyZm0 uW~X DQUt Se3Y?5qltdux6hyt F 3m HNH18 Scale = 1:76 0 LOADING (pS/) TCLL 23.1 (Ground Snow=30.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 CSI DEFL in (loc) Fdeft TC 0.45 Verl(LL) ~).10 16-17 >999 BC 0.45 Vert(TL) ~0.19 16-17 >999 WB 0.30 HC~Z(TL) 0.04 13 nla (Mat~x) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SYP No.2 *Except* 6-19,11-14,2-20,12-13,12-14:2X4 SYP No.3 L/d PLATES GRIP 240 MT20 244/190 180 MII18 1951188 WEight: 221 lb FT = 0% NOTES (14-15) LOAD CASEIS~ Standa~l ~_fe~f~o~f~e~Is io¢'~dK'k:lu~lwe~rnber~onlY. Addh~o~c~teml:~x~,txoc~lo~ure o~.d ~c~n~r~of~ BRACING July 29,2011 100713 R2G [GABLE P. DJ COMPONENTS INC, CHESTER, N Y 10918 HNH18 Plate Olffsels (X,Y): [7:0-3A),0-~ol, 111:o~-11 ,o-1-2~, 113:o-1-3,o-1-12], I16:10-9-1,19-1~] LUMBER TOP CHORD 2 X 4 SYP NO2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2 *Except* 6~11 ,.~42,4~13,3J~4,22-29,23-28,24-27:2 X 4 SYP No.3 BP. ACING TOPCHORD BOTCHORD WEBS JOINTS REACTIONS All bea~ngs 32~8. (lb) - Max Horz 45=396<LC 6) Max Uplift Ail uplilt 100 lb or less at joint(s) 26, 36, 37, 39, 40, 41,42, 43, 34, 32, 30, 29, 28 except 4.5=~19(LC 5), 44=~513(LC 6), 27~175{LC 5) 3) er~; o' A ~U~Ro~ pe~rrl<]qenl b~3clrl~ o~ ftle ove~ofl SEuCt L~e iS the respore~D~y of the bu~k~ng d~.~ig~ ~ ~1 g~e r~r~ July 29,2011 NOTES (1~20) 19) THiS CONFIRMS SPECIFICATIONS ARE ACCU~ AS SHO~>>>>PL~SE VERIFY ALL INFORMATION. 20) ACCEPTED BY: DATE: LOAD CASE(S) Standard MiTek ~7sGABLE Truss Type POJ COMPONENTS INC, CHESTER, N Y 10918 -11~8~ 7~3-4 r 1180327471 HNH18 8 22 21 24 20 19 25 18 2~ 17 16 27 15 14 P[ateOffsets(X,Y): [2:~-3~1~[5:~"4-7~-1-13T~[6:~-11~-1-2]~[8:~1`3~1~12]~9:~-11~-1-2~[1~:~-4~7'~1 131,113:Edfle,0-1-12I LOADING (ps~ SPACING 1~0 CSI DEFL in (loc) [/deft IJd PLAI~S GRIP TCLL 231 LUMBER TOP CHORD 2 X 4 SYP No.2 BDT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP NO2 *Except* 3-21,12-15,2-22,13-14:2 X 4 SYP No.3 BRACING TOPCHORD BOTCHORD WEBS JOINTS July 29,2011 LOAD CASE(S) Standard P D J COMPONENTS [NC, CHEST~Rr NY 10918 250 s May 11 2011 M~ek Ind~st nes, I~ Fn Jul 29 09:37:07 2011 Page 1 ID:CeS29Nq Fcf~63 FVhy KqF7mza5DI-wl Q6k70TONGeg U DAE nMxThk~5277 Po3BFZL F JKy~F3g HNHI8 LUMBER TOP CHORD 2 X 4 SYP NO.2 SOT CHORD 2 X 4 SYP NO.2 W~BS 2 X 4 SYP NO.2 *Except* OTHERS 2 X 4 SYP NO.3 *Except* 23-24,27-28,29~30:2 X4 SYP No.2 BRACIN~ TOPCHORD BOTCHORD WEBS JOINTS NOTES (18-19) July 29,2011 LOAD CASE(S) Smnda~ MiTek' R4A Hip Truss PO J COMPONENTS INC, CHESTER~ NY 10918 I Job Referenc~ Iop~O~al} I Scale = 1:85.8 7x12MT18H~ 233x6 Il Plate Offsets (X,Y): [2:Ed~le,O4L3], [4:0-5~1,(L4~ ], [5:0-54,0-2-12 l, [6:O~i4),0 4~81, ]7:(L5~,0-2-12[, [12:C-3-12,O~1~] LOADING(ps;) TCLL 23,1 (Ground Snow=30.O) TCDL 10.0 BCLL 0.0 * BCDL 10.0 CSI DEFL in (loc) Fde;l TC 0.77 Vert(LL) 4).13 11-12 >999 BC 0.45 Vert(TL) ~).31 11 12 >999 LUYBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 2 X 4 SYP Ne.2 *Excepl* 3-17:2 X 4 SYP NO.3 V~EDGE Le~t: 2 X 8 SYP DSS July 29,2011 8x5 z 3x6 [I LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD BOT CHORD 2 X 6 SYP No,2 WEBS 2 X 4 SYP NO.2 *Excep{* BOT CHORD 3-17:2 X 4 SYP NO.3 WEBS OTHERS 2 X 4 SYP No.3 *Except* 13-19,24-26,27-28:2 X 4 SYP No.2 WEDGE Left: 2 X 8 SYP DSS REACTIONS (lb/size) 17=2103~3~ (miff. O-2-12), 11=1335~lecflanica] Max Uplift 17=-660(LC 7), 11 ~276(LC 5) July 29,2011 MiTek' LOAD CASE(S) Standard [ ~ 1100713 R4CAP P DJ COMPONENTS INC. 1 CHESTER1N Y 10918 3x4 % 8=507(LC 3), 6=627(LC 1) July 29,2011 MiTek PD J COMPONENTS INC, CHESTER, NY 10918 F 4x4 -- Scale = 1:43 1 204~0 LOADING (ps~ SPACING 2~-0 TCLL 23.1 (Ground SheW=30.0) Plates Increase 1.15 Lumbe~ Increase 1.15 TCDL 10.0 Rep Sf~ess lac~ YES BCLL 0.0 * BCDL 10.0 Cede IBC2C~6/TPI2002 LUMBER TOP CHORD 2 X 4 SYP NO2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X4SYP No.3 CSl TC 0.14 BC 0.07 10=314(LC 1), 14=306(LC 3) ROTES (11-12) 1 ) ~d: ASCE 7~5; 120mp~; TCDL=6.Gpsf; BCDL~6.0ps~; h=25ff; Cai II; Exp C; enclosed; MW~RS (low.se); cantilever left and dght exposed; end re.ica) left and dght exposed; Lumbe~ DOL=1.00 plate g~p DOL=1.00 2) Truss de_~gned f~- wlad loads in the i~ane of the b-ass only. For steds expossd to wind (normal to the face), see S[anda~l ledust~ Gable End Detaf)s as appticat~e, or consult qualified buila~g designer as per ANSF3'PI 1. 3) TCLL: ASCE 7~05; Pg= 30.0 psf (ground s~ow); Pf=23.1 psf (fiat roof a3ow); Calago~' Ii; Exp C; Par~ally E~p.; C~1.1 July 29,2011 MiTek' LOADING TCLL 23.1 (Ground Snow-~30.0) TCDL 10.0 BCLL 0.0 BCDL 10,0 LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 2 X 4 SYP No.2 *Except* Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 C$1 DEFL TC 0.39 V~'I(LL) BC O.~ Ve~CrL) VI~ 0.78 HO~Z(TL) BRACING TOPCHORD BOTCHORD WEBS in (loc) ~e~ ~ ~0.19 16-17 >999 240 ~0.38 16-17 >999 180 0.24 13 n/e nla Weight: 414 )b FT=0% July 29,2011 MiTek' Iob '!Tru~s TRUSS Typ~ 11CO713 R4TG GABLE P D J COMPONENTS INC~ CHESTER, N Y 10~18 JOb 7250 S May 11 2011 MiTek Industries, ar.: Fri JL~ 29 D9;37;20 2011 Page tD:CeS29N qFcfW63FVhyKqF7 mza~DI-2Xil ~ZAdZNVCtUjgVOS_UR m 7VIVuyZ05E4?R H4yt F 3T 5x8 LOADING TCLL 23.1 (Ground TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No,2 *Exoept* OTHERS 2 X 4 SYP No.3 *Except* 23-24,25-26,30-32,33-34:2 X 4 SYP No.2 WEDGE Left: 2 X 4 SYP No.3, R)ght: 2 X 4 SYP No.3 CSl DEFL TC 039 Vert(LL) BC 0.65 V,~ 078 (Mabix) BRACING TOPCHORD BOTCHORD WEBS Max Horz 22---312(LC 5) Max Uplift 13--.322(LC 8), 22---663(LC 7) Max ~ 13=1452(LC 15), 22=2312(LC 15) NOTES (13-14) July 29,2011 1-1100713 R4TG GABLE I I Job Reference {o~Jo~al) PDJ COMPONENTS INC, CHESTER, NY 10918 725OsMay 11 2011 MiTek Indusides, Irm FnJu12909:37:202011 Page2 ID:CeS2gNq Fcf~.~3FVhyKqFTmzaSDI-2Xil TZAdzN v~UjgV05_UR m7VIVuyZ05E4?R H4yt F3T NOTES (13-14) 10) * T~is truss has been designed for a ~ive ~oad of 20 0psf on the bottom cho~ i. all areas where a rec~ngle ~ ta~l by 1 ~-0 wide will fit between the bottom chord and any other LOAD CASE(S) Slaeda~ MiTek' P OJ COMPONENTS [NC., CHESTER, N Y 10918 HNH18 Scale = 1:93.6 8 LOADING (p~t) SPACING 1~..-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 23.1 July 29,2011 MiTek' PDJ COMPONENTS INC., CHESTER, NY 10918 7250sMayl12011M~eklnduStnes, lnc FnJu12909:37:212011 Page2 ID;CeS29NqFCf~/63FVhy KqF7mza5DI ~,%~GPgvAFjg 1 fLels3jc~ 1 e J F RiuRhGU FTKkj~W~t F3S 14) THiS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN>>>>PLEASE V~RIFY ALL iNFORMATION 15) ACCEPTED BY: DATE: LOAD CASE(S) Standard HNH18 REACTIONS (lb/size) 21=1~ (min. 0-1-11), 15=1433/C-3~ (min. C~l 11) Max Upliff21~355(LC 7), 15=~355(LC 8) FORCES (lb) - Max. Comp./Max. Teo. - Ail focces 250 (lb) cc less except when 2-21=-1381/382, 13-15=-1381t381 NOTES (17-18) July 29,2011 MiTek' LOAD CASE(S) Standan~ HNH18 3x4 LOAD(NG (pst] TCLL 23.1 (Gn~Jnd Snow=30.0) TCDL 10.0 BCLL 0.0 * BCDL 10.0 SPACING 1~!~0 CSl Prates increase 1.15 TC 072 Lumber tncmase %15 BC 0.73 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SYP NO.2 *ExCept* 3-23,13-19,14-19,14-18,2-24,15-17,15-18:2 X 4 SYP NO3 BRACING TOPCHORD BOTCHORO WEBS JOINTS July 29,2011 [J-1100713 ~R§T ]Hip Truss ~Y1 i JOb R~ (c~tJonal) 1180'327571 LOAD CASE(S) Standard LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOPCHORD BOTCHORD WEBS JOINTS July 29,2011 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGY MiTek Indust~es, Inc. - PIGG BACK TRUSS, REFER TO MITEK TRUSS DESIGN Df~A~h*~ NG. SHALL BE CONNECTED TO EACH PURLIN WITH (2) 0 131' X 3 5' TOE NAILED. - BASE TRUSS, REFER TO MITEK TRUSS CESIGN DRAW1NG - PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" O C UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS W1TR (2) 0 131" X 3.5' NAILS EACH - 2 X __ X 4'47' SCAB, SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS, ATFACHED TO ONE FACE, CENTERED ON INTERSECTION, V~ITH (2) ROV¥~ OF 0.131' X 3' NAILS ~ 4" O C This sheet is pn;)vided as a Piggyback connection detail only. Building De~gner is responsible for all VERTICAL ~B TO EXTEND THROUGH BO~FOM CHORD OF PIGGYBACK FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: 1 ) VERTI~ WEBS OF PIGGYBACK AND ~ TRUSS MUST MATCH IN SIZE, GRAD~, AND MUST LINE UP ~S S HO'h~ IN DETAIL. 2) ATTACH 2 x __ x 4'~7' SCAB TO FJ~CH FACE OF TRUSS ASSEMBLY WITH 2 RO'A~ OF 10d (0.131" X 3") NAILS SPACED 4' O.C. FROM EACH FACE. (SIZE AND GR.~DE TO MATCH ~RTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MII~MUM 2)(4) 3) THIS CONNECTION IS ONLY V.NJD FOR A MAXIMUM CONCENTRATED LOAD OF 4800 LBS (~11.15). REVIEW BY A QUALIFIED ENGINEER IS SEQUIRED FOR LOADS July 20,201' LOAD CASE(S) Standard P D J COMPONENTS INC , CHESTER, N Y 10918 iD:CeS29Nq FCf'v~3 FVhyKqF7mza5DI-x JyXIxDS0bPEC5ORksAwfHxkP'~cu POh9izeQr yt F3P 8 BEH18D ~ LOADING (pst) TCLL 23.1 (Ground Snow=30.O) TCDL 10.0 BCLL 0.0 * BCDL 10.0 SPACING 1~o CSI Plates Inc~ease 1.15 TC 0.72 Lumber Increase 1.15 BC 0.73 LUMBER TOP CHORO 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP NO,2 WEBS JOINTS July 29,2011 MiTek' LOAD CASE(S) Standa~ P D J COMPONENTS INC. CHESTER, NY 10918 L I~. ~elerence.i~tiocel) j LOADING (ps~ SPACING 1~0 TCLL 23.1 (GrOund Snow-~30.O) Plates Increase 1.15 TCDL 10.0 Lumber Increase 115 BCLL O.O ° Rep Stress Inc~ YES CSI TC 0.40 BC 0.52 W~ 031 (Metdx) LUMBER TOPCHORD 2X4SYPNo.2 BOTCHORD 2X4SYPNo.2 W~BS 2 X 4 SYPNo.2*Except* BRACING TOPCHORD BOTCHORD JOINTS July 29,2011 MiTek' JANUARY 20,2011 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGY MiTek Industries, Inc. A - PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAW1NG SHALL SE CONNECTED TO EACH PURLIN ~ITH (2) 0 131' X 3.5" TOE NAILED B - BASE 3~RUSS, REFER TO MITEK TRUSS D~SIGN DRA~NG C - PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" O C UNLESS SPECIFIED CLO~ER ON MITEK TRUSS DESIGN E)~AV~NG CONNECT TO BASE TRUSS V~ITH (2) 0 131" X 3 5" NAILS EACH D 2 X __ X 4'~)" SCAB, SIZE AND GRADE TO MATCH TOP CHORe OF PIGGY~CK TRUSS, ATTACHED TO ONE FACE, CENTERED ON iNTERSECTION, W1TH (2) ROWS OF 0.131" X 3" NAILS ~ 4" CC SCAB MAY BE OMI3TED PROV1DED THE TOP CHORD SHEATHING iS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT IN BOTH C~RECTIONS AND: 1 'v~ND SPEED OF 90 MPH (~ LESS FOR ANY PIGGYBACK SPAN, OR 2 W1ND SPEED OF 91 MPH TO 140 MPH VI~TH A MAXIMUM PIGGYBACK SPAN OF 12 I~ E - FOR WIND SPEED~ BET~EN 101 AND 140 MPH, A~ACH MITEK 3XS 20 GA Nail~ PLATES TO EACH FACE OF TRUSSES AT 72" CC V~ (4) 0.131' X 1 5" PER MEMBER STAGGER NAILS FROM OPPOSING FACES ENSURE 0 5" EDGE DISTANCE. (MIR 2 PAIRS OF PLATES REO REGARDLESS OF SPAN) MiTek Industries, Chesterfield, MO MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT = 30 FEET MAX TRUSS SPACING = 24" O.C CATEGORY II BUILDING EXPOSURE B or C ASCE 7~)2, ASCE 7~)5 DURATION OF LOAD INCREASE: 1.60 DETAIL IS ROT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADOIT~ONAL CONSIDERATIONS BY BUILDING WHEN NO GAP ELEVEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE RAILING OF P~GGYBACK TRUSS TO PURLINS WITH Nstl~On PLATES AS SHOVe/, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON B~E TRUSS MITEK DESIGN DRAWING. FOR ALL WIND SPEEDS, ATTACH MITEK 3X6 20 GA Nai~On PLATES TO EACH FACE OF TRUSSES AT 48" O.C. W/(4) 0.131" X 1.5" PER MEMBER. STAGGER NAJLS FROM OPPOSING FACES ENSURE 0.5" EDGE DISTANCE. This sheet is provided as a P~ggyback connection detail only. Building Designer is responsible fo~ all VERTICAL v,~e TO EXTEND THROUGH BoTroM CHORD OF PIGGYBACK FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL VVEB: 1 ) VERTICAL V,~EBE OF PIGGYBACK AND EASE TRUSS MUST MATCH IN SIZE, ORA[3~, AND MUST LINE UP July 29,201 LOAD CASE(S) Star~a~ P D J COMPONENTS ~NC, CHESTER, N Y. 10918 HNH18 7 250 s May 11 2011 M~ek InduSt~es, Inc Fd Jul 29 09:37:23 2011 Page ID:CeS29N q FcfW63FVhyKqF7 mze5DI-S6095bCWFIH NayR EA81~63ObxVZv93_Xw2D5u Pyt F 3Q BEH18D BEH18D 5 ' 9 LOADING (pST} TCLL 23.1 (Ground Snow=30.O) TCDL 10.0 BCLL OO * BCDL 10,0 CSI TC 0.64 BC 0.50 W~ 025 (Mat~) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 x 4 SYP No.2 *Except* OTHERS 2 X 4 SYP No.3 *Except* 22-23,20-28,20-30:2 X 4 SYP No.2 BRACING TOP CHORD BOT CHORD WEBS JOINTS REACTIONS (lb/size) 21=1433~8 (min. 0-l-11),15=1433/0-3~ (min. 0-1-11) Max Horz 21--445(LC 6) Max Uplift 21=-355(LC 7), 15-~355(LC 8) FORCES (tb) - Max Comp./Max. Ten. - Ail forces 250 (lb) e~' less exc~ot wflen shown WEBS 5~19---67/344, 10-1747/344, 12-17=2551198, 2-20~12311251, 13-16=-136/1251, NOTES (17-18) 1 ) Wind: ASCE 7~)5; 120mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ff; Cat. II; Ex3~ C; enclosed; MVVFRS (low.se); cantilever left and right e~q)osed; end vertical left and right exposed; Lumber DOL=1.00 plate g~ip DOL=1.00 Ju(y 29,2011 MiTek PDJ COMPONENTS INC , CHESTER, N Y 10918 7 250 s May 11 2011 MiTek Indust~es, Inc Fn Jul 29 09:37:21 2011 Page 1 ID:CeS29NqFcfW63FVhyKqF7mzaSDI-W~GPgvAF~glfl-elS3jCD1eJFRiuRh9UFTKk~OVVytF3S HNH18 Scale = 1:93 § 8 LOADING (ps~ TCLL 23.1 (Ground Snow=30.0) TCDL 10.0 BCLL OO * BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP NO.2 BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SYP NO.2 *Except* 3-20,12-16,2-21,13-15:2 X 4 SYP No3 BRACING TOP CHORD BOT CHORD WEBS JOINTS M~x Uplift21~355{LC 7), 15~355(LC 8) NOTES (14-15) July 29,2011 LOAD CASE(S) Standa~l MiTek' Symbols PLATE LOCATION AND ORIENTATION '~131, Center plate on joint unless x, y offsets are indicated. Dimensions are in it-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. x 2 orientation, locate v-v plates 0-'~' from outside edge of truss. This symbol indicates the required direction of slots in connector plates, · Plate location details available In MITek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings IsupportsI occur, icons vary but reaction section indicates joint I ~ number where bearings occur. Indu~ry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in it-in-sixteenths (Drawings not to scale} 1 2 3 TOP CHORDS WEBS c~,~/ BO1ffOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LET/ERS. PRODUCT CODE APPROVALS ICC-ES Repeals: ESR-1311, ESR-1352, ER-5243, 9604B, 95-43, 96-31, 9667A NER-4B7, NER-561 95110, 84-32, 96-67, ER-3907, 9432A © 2006 M~ek® All Rights Reserved MiTek' PI~W£R "1'0 MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I, Additional stability bracing for truss system, e.g. PROPOSED RESIDENCE AT LAUREL LINKS: LOT No. 21 / SOUTHOLD, N.Y. AT A HAX Or= ONE (I) FOOT (12") p~:2i-4 ANY COR.NER. Of~ THE POUN~DATION SECTION ~L~!~DNOE NUMBt~R. DR.AININ~ I~4~FEP4~NCE NUt~DEt~ S4 N, ,ILIt'4G, NtlDULE: ~A~ O~4: ~ / ~OOD ~f~ ~ON~T~U~TION ~,AN~,AL,, - TA~L~ 3.1 .INS JOIST TO PARALLEL RAFI'~R ¢-I&P 4OD (TADLi5 ~.EILIN~D JOI5T TO LA~ O'¢B~ pAR.TITIONS TOP PLATE TO tOP PLAT~ ¢FAC, ED NAILED) PLATED AT INTDf~--GECTION.~'FAC,E-NAILED) STUD TO S'f'dO (FACE NAIL~4;') 'o H~A~2E~'. (FAC, E-NAILED) tOP OR. BO'f-i'OH pLATE TO S'f~ (END-NAItJ-~) LAP EACH ENO 2-1&D "~-I~0 24" O.C,. 2-4OD I,~"oc. ALONg ED(DES BOTTOM PLATE TO FLOOR- JOIST, lOANS JOIST, 2-1~D DR.IDE'IN¢' TO JOIST (TOE-NAILr=[2) ELO~,KIN¢' TO JOIST (TOE-NAiLED) ~ TO DILL Of[ TOP F~LATE LED~K STR.IF' to BEAM OISt ON L~2¢:~-~ to BEAM (TOE-NAILE~D) DANS JOIST TO SILL OF TOP PLATE (TOE-NAILED) S'TRUOTdR.AL pANELS DIA~ONAL tDOAP42 5H~ATHIN~ I"x &" OR. I"x ~D" I"X I0" OR. !41DER. 2-1012 4-160 E.~CH JOIST DIA~ONAL BOA~ 5HEA~41N~ I"x bI' OR. I"x ~," I"x IO" OR. ~IIOER. R.R.qOD~.D FAST~NEI~G. FAST~NEf~G FOF~- ASPHALT SHINGLED SHALL BE ~VANIZ~ 5~Eh, 5TAI~ 5~, ~UHINUM O~ ~0~ ROOFIN~ NAILt5, MINI~M 12 SA~E SHANK ~ITH A HIN{~M D/~-IN¢ DiAME~ ~AD, A5~ P I&&~, OF A ~DN~TH TO ~NE~ T~USH THE THE SHEATHINg. FAS~ ~ALL OOHPLY ~ITH AS~ F I&&~. ~qOD.2.D A~AOH~NT. ASPHALT ~IN~¢ SHah HA~ T~ HINIHUM NUH~ OF DAD~NE~5 mosonr~ op¢nln9 oppo~l~ pounds p~r ~q,uar~ Foot pounde per Squ~r¢ Inch p~r~ll~m polgvln~l chloride rough opSnln9 ~quar~ ~oo~ ~op o~ COIvlPLY WITH ALL CODES OF APP20VEDASNOTED NOTIFY BUILDING DEP/~ENT AT 78;-:S02 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION - ~ REOUIRED FOR POURED CONCRETE ~OUGH- FRAMING, PLUMBING, STRAPPING, ELECTRICAL .~ CAULKING 3 INSULATION 4 RNAL - CONSTRUCTION & ELECTRICN. MUBT BE COMPLETE FOR C,O, ALL CONSTRUCT]ON &HALL MEET ~ REQUIREMENTS OF THE CODES OF NEW I YORK STATE NOT ~ FOR DESIGN OR CONSTRUCTION CERTIFICATION Of NAILING & CQNNECTI~)NS REQUIRED, OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAT OF OCCUPANCY DO NOT pRO~EED FRAMING OF FOUNDA~I~ RETAIN STORU WAFER RUNOFF PURSUANT TO CHAPTEB OF THE TOWN BODE. NEW YORK STATE ~W,N_.C_ .O._D~..S~ AS REQUIRED'A~ S0g~0LD TOWN ZEA ~IF//n SOUfH~G BOARB I F::NILII~ ~O~4A~T~O, ,&,IA - GOI,4~IAL ~ R..E~II2ENTIAL1 AP~,HllrF=c.11~R.~ LO? 21 / L,4,!J~EI,. hlN~ F J_A&It~Eh LIN~ / ~OU'i't-k~Ll~, N,Y. II~r71 t ~'~N~,ENEt;~.AL C.ON~)'l f;;UC, TION NOTED L~=C,~N~ AND ~¥1vlIDOL-~ PLU _t~IlNG PLUMBER C. ERTIF~CA'TION ON LE~'~NT ~E ~ING BEF~E ~OVERING S~R~INW~7 ELECTRICAL ' SU~Y S~M;~I~O] INSPECTION REQUIRED E¢EED'W~O~ t~' ~2011 HONASTEEO ~MAX~ (~) i I/2" UNFINIE~EP BA~,.".",,'IENT r-' 1 I I ~/4,, ×II"t/j~Iil__ --I-- ~-I I L, i P2 PtTGH SLAB 4" UN~X~AYATEID 5LAt~ ON ~'-5 I/2" 112"' I I I II III I II · LINE OF AT 2 tO I (MAXJ 4I--IIi 4'--0II ALL O' UN~XC, AVA'I~_P_ JOIi m) i 5/4" $ ii '~/,~" LIVL.__ lB-5 i____i x 5" D~I~P x ~ I/2" HIgH 1 ¢9) I S/4" :~ ti ' I I (2) 1 514" x LVL FJ r---I r---I i LNg. ~,l~::~ I I ~-4 I gNFINI~I'~D BASE~HENT (tOP o~' SLAB EL. 0'-4") .1 I I I L----J LI--J P2.5 P2.5 J (2) I 5/"¢"x II '//~'" LVL- PJ UTILII~'AWJ~A I '//~'"1 LV ~II~IR -- I I !____-I INTO (MIN. OF ~") r UNEXGAVATED I F I I INITH 5 ~ / INTO ~L~ I::OOTIN CNE W .E: F=I,5 F2.5 P4 I=OWN ,I'ION NOI'E : ~OPOSED FOUNDATION PLAN NO I t--~ ~ D~TAILD ~.~BA~. (~ONTJ FOOTINg, AND ~OUNDATION MAIL TO STEP AT (MAX.) ~tIO Of= 2, TO I (CONT.) (2) 2"x ,~" (AC,~) 51L~ OV~t~ "~"~' ~/4I' = I'--0" TOP OP FOUNDATION TOP OF FOOTIN~ ) ~J le~Af~ (CONT,'J AT TC~ OF FC~JNDAtlON (I) ~ REt~AR (CONT.) At BOTTOM O~ POUNDATION ]4AI..L ~OUND~,"I'ION ~,AI..I., NO"~ ~ iD~=TAIL~ lour~l hlnk¢ I?, I II'-q I/~II (HOOp ~'--IIi (2) 2"x 4" NOTI~ ~ (2.) 2" x lO" LANDINO 4II Hoop THREE (=).~-;- ~ - >HALL J= X = rlON5 HAL1 (~ PL~J 14'-II I/2" PANI'P.'r' (HD FLf~) J LAUNDt~¥ / 112" BLUESTONE TOPPIN~ AND HANDRAIL~ ---1 ~'-0 I/2" 2ININ~ ROOM iI I (m ="x 4" 2"x 12" (~) 2"~ HDR. (D): (2.,) 2Iix 12" NOTE eL, (FLUSH) O~ T~55 BEDte, OOM No..2 LIVlN¢ ~OOM (h~*¢) (2) 2"x ,4" ¢~.ALE: I/4" = ]LOll Flrs~ Floor I Llvln¢ ArCo = D,~14 5~¢L ~ LINK.5 / ~<:4~THOLD, N.Y'. IIq-H Lourol Linke I Lo~ 2 FOR RAFI~ II II II II PL~,~ FO~ I L _ Ir- .... II II II II II II II la / I~ I I) HATCHI I0" R~l _ II II II ir ii FIREPLACE FLUE ATTIC, ri- ATTI~ ri II / DOKTV~-R ~ II II II I II II (2) I~C'/ I/2" J ~I--O I/4" NORTH I/4" = I'-0" Floor / Bonu,~ Room - LlvlncJ / (~=~ ~CT~ON ~o4.4 - PORTIONS O~ ~OOH HmH 5LO~D ~LeS. 5 ~T. O~ ~0~) Floor / Bonus Room - Tot:ol BulldllncJ Aroo = ~'7~5 5~,. I LI I'1 L~ur~l Links LotI 21 TREAT~2 LUI~I~E~R FOI~ TH~ POLLOHIN~ APPLICATIONS, ,,k~OVE ~Ui*~ (.25~) (2) 2"x ~" TOP PLATE 2"x ~" PLA~ (I'Y1R) EXl'EI IOt ¢colo= 3/4" = I'-0" (LINLES50THEPJNISE (2"x ~" EXT. HALL / &,'-I" or q'-I" hitch ) (;2) 2"x 4" tOP PLATE //~ADD,2",X, 4" CRIPPLE ~TtJ[::~ ¢ 16"o¢. AT ~ -0 High !4ALL5 ~'-I1" A.F.F. 2"x 4" pLATE ¢colo~ ~/4" = I'-0" ¢JNLEE¢ OTH~e4NISE (2"x 4" INT. ~ALL / ~'-I" or q'-I" HlcH) 24" 0c. ~tocjcjered (throucJh bolbcd connect. Ion) Hood Posb~n~r~ c~ 12" oc. mul[Ip~e m~mb~r b~om$, oddltlon~l nc~lllncj or bol~lncJ m~q b~ r~c~ulr~cL ~ATHERIN¢ pROST LINE OEPTH DECAY HINTER DC--GleN TEMPERA~ 20 PDF (DNOH LOAD) 120 MPH DO P¢F (LIVE LOAD) 40 PDF (LIVE LOAD) 28 I=~F (DEA~ LOAD) ~ PEP (LI~ LOAD) I0 PEP (LIVE MINIMUM D&" BELOH ~E MODE~'r'~ TO HFAV'r' ELIC;;~T TO MODERA'r~ HINTER Dl~.'r' BULB T'~=MP --II° / ZONE lIB NO 452 , LOt 21 / L IJt E/. LINK.. ~ LINK5 / ~OITTHOLD, N.Y. IIq'tl q LAP 51~IN~ L HITH ALUM,, PIN. PIP-~T --F--~ 6-4 [ I I I F---I I---4 L_-[ ] ~----I- L-I .l_J LI~ ~P FOUNDATION 1-F LAP i I / / ~.OOF 5hi N~,LI~5 121 ~--- 7/' 12 12 OP ALUM. FIN. FIf~.GT HA~DI PLAN~ LAF -- ) ) ( F J FI L 1 5'r"~P FOOTIN~ AND POUNDATION NALL AT 2 TO I (MAXJ STANDARD ~,A~-A~E O00~- IF - m (g;'-O" HIDE x '~'-0" HI,SH - IN~JLAI ~.-') i~ - ~ IL I 5GAL~: I/4": I'-O" O~LUMN IL _ J s~ D~'i'AIL FIN. ~ASEMENT +SLA~ / FLO01~ II hOT 21 / hAUnCh LIN~$ EXTE'~.IO~ t~LEVATION5 HAP421 VENEE~ 12 T~IH PAIN3T=D FIN. FLOOR FIN. BACEI'4ENT E LEV ?ION FI I r--- ---- TI--IT-- -- -- --r L Lr PLANK; LAP 51DIM~, I/4" = li-O'' pLA~441N~ 12 !~ITH ALUM. COLUMN FIN. FIRST FLOOf¢ FIN. BASEHENT F g I I I ~F FOOTINg, AND I F¢~ATION ~ AT 2 To ~ ~AXJ ] I I/4" = I'-0" LINE OF FOUNDATION ( FOOTIN~ &.Or 21 / L&IJt~EL IIN~, LAl/REL LINK5 / ~2~THOL~, N.Y. I1~/I EX I b~.lOR ELEVATION5 FILTH (~) ,~d NAIL5 AT EA~,H C~ONN~,TION (SIt,4PSON C~520 STRAP) LVL. HDR. PIN. PIRST ATTIC, INAL.K-IN PAN'i'~¥ KITCHEN . (T~,~) (-r'rF'J I/4" = I'-0" PLANS FC~ 51ZE-5) (e~,,oE - A~C73) I0" DIA. COLUMN (H~) pP..OVI[2~ TOm pLATE TO 5'TdD TI~= OO~N (51MPSON I~P.¢::4 TIE AT EAC, H STUD, TYPI~,AL ~0~ ALL STUD5 ~ JAC, KS) 2% 12" P-.OOP P.A'PI~I~. ¢ Ib"oc (SEE IOdx I I/2" NAIL5) ) 2"x 4" PLA'T~ (2) 2"x 4" PLA,T~ 4" 5TU~5 · I&"oc PROVID~ ~,APT~ TO TOP PLA~ ~ S~ALE: 112" = I'-0" DETAIL5 , INSULATION ROOF: "~." VALUES ROOF = .022) II-D I/4Ii DININg I~OOH INSULATION KITC, HEN B~EAKI=AD"I' ~.M. ~Mt~NT ~OOTIN¢ kU [2) ~ (2) 2"x 4" PLAT~ NAIL5 IN lEACH (HEAI~E~, ~ JAC, K 5TUD) (FULL H~T ~[,Z~L.L STUI2 / (Sfh4~5ON G520 k41TH TOTAL (Ig) lcd x I I/2" NAILS FOR EACH 2" x ~O" HEADER (UNJ_t=55 OTHEFR~ISE NOTED) 2"x 4" PLAT~ At (CONT.) NAIL MIN. I" FROM bourol Llnke (1~0 M~H I~N'rEDJ PC~H 5r-,ALE: W4" = I'-0" (R-~o) INSULATION (R-~O) PLYHD. UNFINI.~RED BAE~MENT - (OPTIONAL) ~WI~,EAT LVL HDR. IZZZZ___ FOOTINg. ~[/(2) ~¢J OVER bAT:' 2"x ,~" PLATE5 AT C, ORNEP-,,~ -- 2"x &" PLA'TIE PP-.OVIDE (.2) I&d -- ~OMMON NAILD (5IMPeON ~, H~US-~D~2.5 / (I.4-) 5[25 HOLDOHN) (ONE DTO~'r' AF~LICATION) --2"x 4" STUD ~ MIN. ~,ALV. Ht~TAL pL'f'HI2. RIM DILL PLATE-- METAL ~=OUNDATION ~IALL (D) 2" x 12" HEADEr (UNLE55 OTHtERk415tE NO'FED) (D) 2" x 12" HEADEP. (UNLr:55 OTHERPIISE NO'T~O) (CONTJ C, ONNEC. TION5 OF I~A~,H U~e ~v~r~j o~her nail hole In provldo ~h~ ¢od~-roc~ulr~d minimum 2"x ~'" PLAT~ AT (C, ON'1'.) NAIL IHIN. I" FROM LOt 21 / L U $L C~f~O~S SEC;TIONS ~ DETAIL5 PA~EN~ ~HIG~ ~A~S ~0 ps~ ~s p~r plan A~I~5 HIT~UT 6TO~ (~OOF B~O~ ~ PIT~M) I0 ps~ II p~e A~I05 ~lTH LIHI~ STORAGE (~OOP ~0~ ~ PITCH) 20 p~f I~ psf ~ooM~ Ot~ THAN ¢LEEPIN¢ ~OOM¢ 40 p~ I~ pcf ~A~DRAILD AND HAND~AIL¢ 200 Ib~ I0 pep LOADING (LI~ ~ G~OUND DNO~ LO~ 12 ~e~ ~ ~JUD~NT5 AD PD~ T~LE RDOI.& OF T~ 20 ~s~ a~lc 20 p~ ~¢r t~.APTt~..5 HAVIN~ ~LO~ ~A~ THAN D ON 12 ~ITH NO PINI~DD OEILIN¢ L/lDO PLO0~ A~ PLAD~ CEILIN~ BX~IOR ~LLD - ~INO LOAO5~ ~lTH EX~RIO~ ~LLD - ~IN~ LOA~Da ~lTH ~120 FLEXIBLE PINIDH~5 NOTE, L=DF'AN LENCTH, H=DPAN HEICHT ~F='r'E~ TIE BT~pD @ I~"o.c. WITH -- (6) E~ct NAIL5 AT r=AC, H CONNEC. TION f~OOF RAFTER PROVID~ (2) I~cl 2Iix &" B'FOD AT CORNL=~. (.2) 2"x ~," ,5"dJ~5 AT HOLOO~N (51MPDON # HOUD-BDB2.5 / (14) I/4"x ~ I/2" 5~5 AT EACH ~L~O~ (ONE ~tO~Y APPLICATION) 2"x &" 5~D ~l~"oc 2"x 8" 5'PJD5 (I'41NJ FOUNDATION ¢TEM I'~LL SCALE: I I/2" = I'-0" ~ ~-~ALE, I~/~ -- I-O (LOC~AiLO AT 2"x ~" I, tALL Ff~AMIN¢) ~,- NUMBER OF ~ NAILD '~ EA. END OF 5TRAPPING5 (TABLE 3.% P. IDq) * (TABLE &A D. ~l&) ~- NUMBER ~ DILL 5~D5 (~ FLAT) (DOE5 NOT APPLY TO PO~) (TABLE 3~3~, P.I~) c- NUMAR ~ ~LL HEIGHT KI~ 5~D8 e E~ 51DE ~ HEADER (TABLE 3230, P.la~) D- NUMBER DP :4=LI¢INGJ THE tO1= t=i-Atl= (HHEt~E POSSIBLE USE FULL LENCI IT5 AT PLATE5 TO ELIMINATE PLATE SPLICES) TOP PLAT~ 40'-0" I1'-~" 50'-0" B'-O" &O'-O" 1&'-O" 12'-O" 2'-O" 1¢~'-O" 20'-0" 24'-O" '/0'-0" 14'-O" LINED / PIPE NO1TED= D" CO. · 4" V~NT 5" CO 5ANITAt~¥ P, IAD"rt~ LINE~ ~f VENT HOTLY5.' DC, ALE, NT~ FLOOR k c.O~I,N__ $ RESIDENTIAL AR,C, HIT'E¢~ LO? 21 / L U iL LAU~E.L LINK.~ / ¢~¢u'r'HOLD, N.Y. Ct~,055 5EC, TION5 $ DETAIL5 ALLOWABLE HOLES - BOISE® Joists Do not cut holes larger than 1~' In cantilever No field cut hol~ in hatched (als0 applre~ may to ~" hol~) Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole For other load conditions or hole configurations not included in this table, refer to TJ-Beam® s~[ware or contact your Trus Joist representative. Maintain adequate distance [rom bearings Cut holes BOlSEth care and In the Joist web only JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH BOISE Leave Ye" web at top and bottom of hole. DO NOT cut Joist flanges. Table is based on uniform load tables m cuffent design literature. For simple span (5 foot minimum) uniformly loaded joists not mquidng commercial concentrated loads, one maximum size round hole may be located at the center of the joist span provided no other holes occur in tha]olst. ALLOWABLE HOLES - LVL Beams and Headers ~=~-~ 2x diameter of the I=r~stlale (minimum) I ~ d~pth ROUND HOLE CHART BEAM DEPTH MAXIMUM ROUND 4%" HOLE1" SIZE ~y~,, 13/4" 7Y4" to 20" 2" Eeo illustration for Allowed Hola Zone and only In the center I of beam · For uniformly loaded beamlnly. /~Flush ~?a~o ~><~1 Load beorlncj Noll obove (r~s~ ~t~ck over Noll / DETAIl. ~ DCALE: I/2" = I'-O" ~ 5C.,ALE: I/2" = I'-O" ~ SCALE: I/2"= I'-O" I"xBOIOERIHDOAP42 RIM JOIST (LSL) 2"x4" ~'~D5 · I~"o.c. -- (Dee pie;ns Pot $1ze e spacing) (2) 2"x 4" PLATE LOAD E,~=A~IN® C, ANTIL~=V~=p.. ~:>~~P4EB 5TIFFNER~ AT EACH SlOE I~lM JOIST (LSL) V ROOF SHINGLE ~ SCALE: 1/2" = I'-O" ~ ~CALE: I/2" = I'-O" ~ SCALE: I/.2" = I'-O" U - ~'~41LIm hIO~4&$TE~O, ~IA - ~.Ol"ll~mxC, IAd.. 4 1~--51DEN'I'IAd. AI~,,HITEC'I1JRE L LAUREL LINKS / ~L.D, N.Y'. IIq'71 t5OI5E Ml~O. DETAIL5 ~ 5EOTION5