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Home My WebLink About32592-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33227 Date: 08/18/08 THIS CERTIFIES that the bnilding ADDITIONS/ALTERATIONS Location of Property: 480 SUNSET PATH SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 54 Block 1 Lot 17 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 14, 2006 pursuant to which Building Permit No. 32592-Z dated DECEMBER 22, 2006 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 ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS FOR. The Certificate is issued t0 JANIE CRAWFORD REEVE 5 (OWNER) of the aforesaid building. SIIFFOLR CODNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIPICATS NO. PLDMBSRS CERTIFICATION DATBD 3017509 05/08/08 06/16/08 GISMONDI PLUMBING th riz Signature Rev. 1/61 Form No. 6 l~ l ~' J ~0 ~.1 ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY '' 1 1 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: ~_; ~ A. For new building or new use: ---' 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Plamring Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate ofOccupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $ 15.00 Date. 7 - 15 - New ConsWction: Location of Property: House No.~ Street Hamlet Owner or Owners of Property~~r~pL~ ~stisY~~ Suffolk County Tax Map No 1000, Section S ~ Block Subdivision (check one) Filed Map. Lot Lot: Permit No. 32592 Date ofPennit. i Z-~2-O(o Applicant: 'T-+-]oMA~~, ~-,V~l~w~ Health Dept Approval: Pluming Board Approval: UnderwritersApproval:~0/%'fQ~ f"_~'_h`' Request for: Temporary Certificate U Fee Submitted: $ ZS U. z ~3a~~ Old or Pre-existing Building: Final Certificate: -~ (check one) Applicant Signa ure 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. 32592 Z Date DECEMBER 22, 2006 Permission is hereby granted to: RONALD D & WF REEVE 15214 MC COMB MANOR CT CHARLOTTE NC. 28277 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS at premises located at 480 SUNSET PATH SOUTHOLD County Tax Map No. 473889 Section 054 Block 0001 Lot No. 017 pursuant to application dated DECEMBER 14, 2006 and approved by the Building Inspector to expire on JUNE 22, 2008. Fee $ 150.00 ORIGINAL Rev. 5/8/02 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. December 12, 2006 Mr. Thomas Ludlow 105 Ole Jule Lane Mattituck, NY 11952 RE: RON REEVE ,~'~ pF SOl/T~O~ 9## ~ # ~ • ~~0,~ ~~y~OIINTV,~;,9' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 480 SUNSET PATH, SOUTHOLD SCTM#54-1-17 Dear Mr. Ludlow: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 76b-1892 Fax (631)765-6641 The Southold Town Board of Trustees reviewed the survey prepared by Anthony Lewandowski last dated November 1, 2000 and determined the proposed addition and renovation to the existing dwelling to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of~the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. a If you have any further questions, please do not hesitate to call. Sincerely, Jame .King, Presi~ Board of Trustees JFK:Ims e~tal Coo PJew York State Department of Environmental Conservation o i ~ s~ Division of Environmental Permits, Region One _~~ ~ ~., Building 40 - SUNY, Stony Brook, New York 11790-2356 c~~~o Phone: (631) 444-0365 FAX: (631) 444-0360 y entzs Website: www.deostate.ny.us John P. Cahill Commissioner LETTER OF NON-JI1RiSDICTIOI\ - TID4L ~VETLAIDS Ronald D. Reete -100 Cherokee Rd. Charlotte. N.C. 28207 December d. 2000 RE: f-47;8-02786 / 00001 Ronald Reece Propem Southeast Side of Sunset Path Approximatclc 300' East of Horton Lanc To~tn of Southold SCT~i k 1000-; {-I-17 Dear dir. Reet e: The Department of Em ironmental Conservation has completed a recic~c of ~-our recent jurisdictional inquin' under the Tidal l4'etlands Act far a proposal to tcintcrize and rcno~ate an existing single family dtcelling on the referenced property as sho~~n on the enclosed sune~ b~ Andtom Lct~andotcski L.S.. dated September I8. 2000. ]ast revised Kotember 1.2000_ E3ased on the information you hatz submitted. ~cc hate determined that the parcel is located land~~ard of the rcn-foot above mean sea level elevation contour as shorn on the referenced sune~- and is therefore outside the area regulated b} dtis Department under the Tidal \\'etlands Act and the Tidal \1'ctlands Land Use Regulations (6 NYCRR Part 661). Therefore. in accordance tcith Part 661, no permit is required under the Tidal \i'edands Act for [he project depicted on the referenced plan. Please be ads ised, ho~cecer, that no constriction. sedimentation or disturbance of an.' kind ma~~ take place sea~card of the tidal ~~etlands jurisdictional boundan~ (the ten-foot elct~ation contour) ~cithout a pcm~it. h is ~~our responsibilit~~ to ensure thm all nc: essan precautions arc taken to present an.' scdimcnmtion or other alteration or disturbance to the ground surface or ccgctation ~cithin Tidal ~Vctlandsjurisdiction ~rhich may result from your project. Such precautions may include maintaining an adequate tcork area beaceen the tidal ~cetlandjurisdictional bouudan and Maur project (i e . a t ~' to 20' tcide constnrction area) or crectine a icmporan fence, barrier or ha.' bale berm. Plcasc be further adciscd that this Iztter does not rclic~c you of the responsibilit~ of obtaining mn nccessan permits or approvals from other agencies. 1 can be reached at (lu l) Ja-!_Oz71 if you ha~c any questions or need to discuss this determination. ' . ,. Ronald Rccve December 4, 2000 Page 2 Vcry• Truly Yours, /~ Gcorgc W. Hammarth Deputy Regional Permit Administrator cc: BMHP Pile TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HzSLL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www, northfork.net/Southold/ 1Z Examined Z Z , 20 lO Approved i 2 Z Z , 200 Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Boazd of Health 4 sets of Building Plans Planning Boazd approval PERMIT NO. 3 a~SC( o~ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Expiration , 20~ Mail to: 1 ~1'I L1lO Ltlw Phone: d~ D ~ ~J~J V APPLICATION FOR BUILDING PERMIT Date 1 I - I s , 204{ 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 Pemrit 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. £ Every building pemut 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 pernut 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 constmction 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 a authorized inspectors on premises and in building for necessary inspections. /~ (Signature of applicant or nameif a corporation) I U 5 OI.E t.SULIS" L0.1. M,p~i ~W,L (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ ON~A l~ (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. of land on which House Number Street County Tax Map No. 1000 Section Subdivision will be done: 5 q- CHGI. Hamlet _ Filed Map No. •; ,, _: i ,Lot . ' (Name) i ~ ..'. 2. State existing use and occupancy of premises and intende~d u^se and occupancy of proposed consh'ction; a. Existing use and occupancy ~iivCTt..C TAMtt-~ t~1 b. Intended use and occupancy c~t~ ~~~ ~AM 1 ~~ li~(~~/jam G 3. Nature of work (check which applicable): New Building Addition l,/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost~j~~Q~~ Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Jam'?.' 41 r Reaz ~ 21 '[ 11 Depth ~~ t ~ +' Height ~ ~ Number of Stories .C 1 11 J >> DimensionZs of s~ ~ structure with alteratior}s o additions: Front X15 b Rear 55 Depth c). S ~b Height ~~ ~ Number of Stories_ I 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories -Z , i 1 9. Size of lot: Front ~ cJU Reaz ~ I Depth ~ L~/ 10. Date of Purchase ~ 1 ~ ? 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/ i 5214 McC,o+~6 ~~ta- GT, g 14. Names of Owner of premises~C~h1 ~Z.GD~,~ Address CN AfLoZCEi NC Z`.JZ7pltone No. "1CS4^ ~- 7 ~ ~ Name of Architect Address Phone No ~'`p Name of Contractors n,. Lu fJ ++._+ Address Phone No.'ZQ f3/~ W OV 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES / NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) r '[i 6h1rA ~ ~ ~ ~V I .JL CI>-J 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 of said owner or owners, and is duly authorized to perform or have performed the said work and make and file this application; that all statements contained in this application aze true to the best of his knowledge and belie , d that the work will be ~ performed in the manner set forth in the application filed therewith. / Swo o before me this day f df 20Qo1` ~ tary Public Signature of BONNIE1.~Sb Notary Public, State Of Newyork No. OID06095328, Suffolk unty Term Expires Juy 7, 20 ~~~ L~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] 1 CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION ~, DATE L ©~ INSPECTOR '`~ [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION 3 ~ ~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INS ION [ ]FRAMING /STRAPPING [ INAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESIST~CONSTRUCTION [ ]FIRE RES/IISTANT PENETRATION ~~~ ~r .. ~~ /~ ~ =Z~~z~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [~" 1INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~ E~. DATE ~~ ~' ~ ~ ~ INSPECTORS ~ ~~ z~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ] FOU ATION 1ST [ ]ROUGH PLBG. [ ] F NDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION DATE /~ ~ ~ ~ ~ INSPECTOR [ J RRE RESISTANT CONSTRUCTIOQN [ ]FIRE RESISTANT PEEN? ETRATION i~EMARKS:~'~97/i~ Pr~o,~ /,C.G/JJ' ~~ti 3 a-s9 a- Z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ]FOUNDATION 1ST ~[~ROUGH PLBG. [ ]FOUNDATION 2ND '[' ]`INSULATION FRAMING STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FlRE SAFETY INSPECTION ~~~s ~~ DATE INSPECTOR "~~ ~ %~~-`~ [ ]FlRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION ~ ys 1 v -~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ] F NDATION 2ND [ FRAMING /STRAPPING [ ]FIREPLACE 8~ CNIMNEY [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRUCTION [ ]FIRE REMARKS: ~ ~ "n DATE ~ / © INSPECTOR PENETRATION ~/Qi 3 z~~L~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] j~6UNDATION 1ST [ ]ROUGH PLBG. [//]/FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE ~~ ®~ INSPECTOR ~~~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 ,1 NSPECTION [ .FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CNIMNEY [ ]FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION DATE ~ ~/ INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS V ' ~- F-~ ~ FOUNDATION (IST) ~~ - F-~ y ------------------------------------- FOUNDATION (2ND) ~- z ~~ ~ _ p OUGH FRAMING & PLLI~IBING ----__ --~-- -_ _ ~~~0 ~~ er~ - ~ C~ ~ ~!_-- - / ~ - ,~- _%I~~: _„l _ ~ c _ Z `~(` y ~ z ~ ~~~ y r- r ~- ~ -1~_~ - ' ----- --- y/ ^ x ----- ~ -- ~ INSULATION PER N. Y. STATE ENERGY CODE y ~/ I~ L'~ iL ~ ~ ~ k fJ a,~ ~o ~ ~ ~' cJ~; ~o ~ _ FINAL D ' ~ I/~ ~y ~ /~'~..~ ~. -- -- q€_~/J ~ c~ ~- l / ~~4~ DITIONAL COMME N T S CC C~ p n D - - --- --_ - - - ___ __ - ....- - O ~: Z __ _ _ ------ - -- - _-- r." m 5 ~ - ~ ~ -- ~ ---- -___ c, o ~, z ---- x z~ __ -y -_- x fi~ d ro -.. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 ~j CERTIFIES THAT /~ ~ ~~ Upon the application of STEPHEN O'CONNOR 1195 SHIPS DR SOUTHOLD, NY 11971 Located at 80 SUNSET PATH SOUTHOLD, NY 11971 Application Number: 3017509 Section: Block: Lot: upon premises owned by RON REEVE 15214 McCOMB MANOR CT CHARLOTTE, NC 28277 Certificate Number: Building Permit: 3017509 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compli ance therewith on the gth Day of May, 2008. Name ~ Ra[e Ratin Circuit Tvoe Paddle Fan 3 0 Receptacle 1 0 20a Laundry Receptacle 1 0 30a Dryer Disconnect 1 0 60a Air Conditioner GFCI Circuit Breaker 1. 0 Receptacle 4 0 GFCI Service 1 Phase 3 W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by STEPHEN O'CONNOR 1195 SHIPS DR SOUTHOLD, NY 11971 Located at 80 SUNSET PATH SOUTHOLD, NY 11971 Application Number: 3017509 RON REEVE 15214 McCOMB MANOR CT CHARLOTTE, NC 28277 Certificate Number: 3017509 Section: Block: Lot: Building Permit: BDC: ns11 -3a 5~a Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 8th Day of May, 2008. Name TY Rate Ratine ircui[ Tvoe Alarm and Emergency Equipment Sensor 1 0 Cazbon Monoxide Sensor 4 0 Smoke Appliances and Accessories Range 1 0 40 Amps Dish Washer 1 0 1.2 KW Disposal 1 0 F.H.P. Exhaust Fan 3 0 F.H.P. Furnace 1 0 Gas Air Conditioner 1 0 30 Amps Wiring and Devices Outlet 38 0 Fixture Fixture 34 0 Incandescent Fixture 4 0 Flourescent Outlet 55 0 General Purpose Receptacle 33 0 General Purpose Switch 21 0 General Purpose seal Dimmers 15 0 Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ?owr Halt, 53ET95 Mom. Raaa p Q Box 14?9 Southoxt, New York !'971 1(T~~ytr..aR c;., ~ : o ~{ fa7c (Siff} 765-tP23 telephone {Sibe 765-, B[#~ OFFICE OF TtiE BIJtLD4NG INSPECTOR TOWN OF SO€lTHOtD C fi R T Z g Z C A T_Z O N 9uiidinq Permit No. 3259 v (please prink? P'_umber: ~ VIS~~~~ ~v-1~.I~e /C. ~ --~_ ~- t~Llf~• g ieaGe Yr.intj T certify that the solder used ir. the. hater suppi~Y syetesi contains less than 21i4 of It lead. ~ r~ !i~ _: gnature Swc.n ±:, before me khis JAI~BTV.STBWART ~ NOTAfiY PUBLIC, Sate of New York No. Sc-4GG33485 -----~~_'_--_ day a# _~Ls~. __._.----t. `~ v~OG' ~ dualified in SuNolk i:ouMY c / Comndsaian Expires Nov. 30, 20 /V NcC3ry °ub1~, ~,r~-C--~.~L ---,- ~t?u,^.f.y / / ~~ ~% r Pemdt # Permit Dale REScheck Software ilersiort 3.7.3 Compliance Certificate Project Title: Reeve Building Addition Report Date: 0921106 Date filertarrre: C:Wmgran FleslChecktRESdtedcVudbwieeve-2.nic Energy Coda: New York Stabs Frtergy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached t or 2 Fatuity Heatlng Type: Non-Ek+ctric Area PercenFage: 25% Heating Degree Days: 5750 Construction Sae: OwnerlAgent: R Designer/Contractor. l l t eeve . o m Cas ors Callon Egineedng, P.C. 1755 Sigsbee Road Maltitudc, NY 11952 631-29&1996 ~'iatpAance: Passes Maximum UA: 77 Your Horne UA: 76 --> 1.3°k fetter Than Code (UA) Cenbg 1: Flat Ceigng a Stissar Truss: 392 30.0 0.5 14 Wall t: Wood Frame, 16' o.a: 194 13.0 3.6 12 Wndow 1: Wdod Frante:Double Pane wilh Lorr-E: 25 0.300 8 wan 2: Wood Frans, l8' o.c: 97 13.0 3.6 5 WFrdow 2: Wood Frane:Double Pare with Low-E: 21 0.300 6 Wan 3: Wood Frame, 16' o.a: 55 13.0 3.6 1 Wtrtlav 3: Wood Franre:DOUble Pare wtih Lower 14 0.300 4 Door 1: Class: 28 0.300 8 Floor 1: Ag-Wood JoisUTnus:Over Uncondgbned Spxe: 392 19.0 0.6 18 The proposed btdldbtg represemed it tltis daarrnent is mrreisUSnt with the bolding Pte. spedOtreOons, and dher raladations submitled with tfds permit appliratiort. The proposed systems have been designed b meet the New Yodc State Flrergy Careervation Construction Cade req . When a Rego Dasipt Professional tree stamped and signed this page. they are atiestkg tlret to eat of dge, belef, and pmfessiarel judgment, such plans a speaticatiats are in compliart~ wltt tlUS Coda. Cmyamrn Name Reeve Building Addfion Page 1 of 4 r REScheck Software Version 3.7.3 Inspection Checklist ~: ~„~ Ceilings: ^ Ceilkyi 1: Flat Ceiling a Scissor Tmss, R-30.0 cavity + R-0.6 continuous insulation Comments: Above~Grade Walls: ^ Wall t: Woad Frame, 16' o.c., R-'13.0 cavity + R-3.6 continuous insulation Comments: ^ Wall 2 Wood Frame, T6' o.c., R-13.0 cavity+ R-3.6 twnBnuous intstla6ort Comments: ^ Wall 3: Woad Frame, 16' o.c., R-13.0 taviry + R-3.6 twrttlnuous insWafan Comments: Windows: ^ vilxdow 1: Wood Frama:DOUble Pane with lorr-E, ll-factor: 0.300 Far windows walnut labeled U-factors, desrnbe features: rlPanes _ Frame Type Thermal Break? _ Yes _ No Comments: ^ Window 2• Wood Freme:DOUbN Pare wdh I.ow-E, U-factor. 0.300 For vrtrtdoars wigrart labeled U-factors, despNte feahrres: tFPanes _ Frame Type Thermal Break? _ Yes _ IJo Commends: ^ Vlfndow 3: Wood Frame:Double Pane wdh Low-E. lHaaor: 0.300 Far w'sndows witltou[ labeled U-tactrxs, desaibe feaWras: NPanes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: ^ Door 1: Glass, lJ-facBOr: 0.300 Comments: Floors: ^ Floor 1: All-Wood Joistliruss:Over UnceMitianed Space, R-19.0 cavity + R-0.6 oominuous insulation Commends: Air Lealmge: ^ Jdnb, penetrations, and ad odter such openings in the bw'Idtrng envelope Otet ae sources of a'r leakage rtws[ be sealed. ^ Recessed igMS mist be 1) Type IC rated, a 2) trrsfallad trlside an appnapriate at-0ght assembly wdh a 0.6' tiwrance Tram mnbus161e ma0arials. K rwnNC rated. the if>dure must be trudaged with a 3' tieararce frem ktsulation. Vapor Retarder: ^ Required to era woman-warder side of all narwanAad framed caiBngs, wags, and tbors. Adatariala IdentlMtatlae: ^ Maledals and equipment must be insfaded H acopdance with the manufacWrers instadalion Instructions. ^ Materials and equipnrad must be idendfled so thffi connpdance tan be detamirted. ^ Manufatlurer manuals for ad krstalled heating and tbdktg aquipmerd orb service water twatirg equipment must be provided. Reeve Budding Adddbn Page 2 W 4 ^ Irrsulatbn R-values end glaang U-facBUS must be cfeady madced on th building plans a spodfica8ons. Duct Irrsulaflon: ^ Soppy duds in urrcorrditloned atlics a outside the building must be insulated to R-8. ^ Retum duds M arcaWitianed attics a ou~ide the bugdkrg must be ursuleted to R-4. ^ Supply drmb b aloondWared spaces moat be trsula~d to Rte. ^ ReWm duds ~ arcarditioned spaces (except basements) must be insulated to R- ^ Relwn ducts in u~condidoned spaces (except besemards) must be insulated to R-2 . Irrsrlla6on is f10t IBgOtrBtl lxl IeUlm duds in . DuM Corrstruetlon: ^ AU jdnfs, seams. and connections must ba aerarrely fastened wiM welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 187A or UL 1 B16. ExcepRlon- Comkapusy welded and bddrg-type longihdbial jo'vds and s on dr~ls opewting at less 8rmr 2'rr. w.g. (500 Pa). ^ The HVAC system must provide a means for balarxirrg atr and water systems. Tampxatae Corrtrob: ^ F~di dwellYg unit has at lesat one themroslat capade of aumrnaticafly adjusting the space temperaWre set poled of the largest zone. Electric"Systems: ^ Separate electric meters are required for each dweY'arg writ Fireplaces: ^ Fireplaces must be irk with ~ iftling rancombushble fireplace doss. ^ Fueplaces must be provided with a source of rnrrrbustion ai, as ragrered b!r Ure FYeDlate Cdrstruc6m provisions ~ the Bu7dNg Code of New Yank Slate. the Reskk+Mfel Corte of New Yak ~re a the New York Cfly &ddtrg Code. as appfice6le. Service Water Heatlng: ^ Water heaters with verdcal pipe Asers must have a heat trap on 6dh Ste Idet and outlet artless Ore water beater has an inte~el hit trap a is pert of a dralating system. ^ Insulate osadatrng lrat water pipes m the IaveLs in Table 1. Ctrcuhdng Hot Water Systems: ^ Insulate dreulettrg hd water pipes to the levels in Table 1. SeManfn9 Pools: ^ M heated swknrdng pools must have an orJofl beater swihdr and requve a cover unless over 20% of the 9 energy is from non-depl~de sources. Pail amps reqube a time dock. Pleating arM Cooling Plying Msulatlon: ^ HVAC piping conveying fluids above 105 degrees F a drflierl fluids bebw 55 degrees F must be irsulamd b the levels in Table 2. Reeve Buflding Additiar Page 3 of 4 Table 1: MMNrrum lrrsrlletlon 7hlelmess for CMeu/at6g Hot Water Pipes Irrsulatbn Thhdtneas in Inches by Pipe Stets Non-Cirwletlng Runoufs Ckwladng Mains a~W Runoufs Heated Water Temperelure (•~ Up to 1" Up to 125' 1.5'to 2.0' Over 2° 170-180 0.5 1.0 1.5 2.0 740.169 0.5 0.5 1.0 1.5 700.139 0.5 0.5 0.5 1.0 Table 2 N/nbnum Msofallauwr 7}~kbress IbrHVAC Pipes MsulatMn Thir~preas W Inches hY Pipe Sims Fluid Temp. Piping System Typos Range(°F) Y RuruuAs 1' and Less 125" to 2.0' 2.5' to 4' Heatln® Systrns Low PressurdTertgrerahlre 207-250 1.0 1.5 1.5 2.0 Low Temper~ure 720.200 0.5 1.0 7.0 1.5 Steam CorMarsate (for feed watN) Arry 1.0 1.0 7.5 2.0 Cooling Systems Chilled Water, ReTrigeram and 4055 0.5 0.5 0.75 1.0 Brine Bebw 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (BUMing Department Use Only) Reeve BuBd'eg Addition Page 4 of 4 Condon Engineering, P.C. engineers 1755 Sigsbee Road Matfituck, New York 11952 www.condonengineeri ng.com November 14, 2006 Michael Verity- Chief Building Inspector Building Department Southold Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971 RE: Reeve Property -480 Sunset Path, Southold, NY Dear Mr. Verity: 631-298-1986 Fax 531-298-2651 A site inspection was made of the existing sanitary system at the above referenced property on November 14, 2006. The system components were found to be in acceptable condition and are adequately sized to support the existing and planned addition to the building. Please call me if you have any questions. Yours truly, oh .Condon, P.E. ~9a-- s Oty Ply REEVE ADDITION 8!1701663 ^^ - -^ ^ TO1 Tf^ COMMON 3 Job Refe ooce (optiwa0^ . .... a w....e. ~... Tece.. nx u.~~~c~nm oa..e~l ..v.a. win~.a.~i.. ~ ~ ....~ .a iii ~ i~. , ~.. ~... _,. ~._.,. ~..~~~ 5-0-3 3-11-5 dx8 II 3x8 II 5-0.3 3-11-5 3-11-5 3-11-5 SA-3 5-0.3 Scale = Camber= LpNO1Or'tP'~l SPACING 2-0-0 C31 DEFL in (loc) IltleR L/tl PLATES GRIP TCLL 35.5 Plates Increase 1.15 TC 0.97 Vert(LL) -0.26 7-9 >798 240 MT20 244/190 (Roof Snob-35.51 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.38 7-9 >578 160 MT18H 244/1911 TCOL 7.0 Rep Sbess Incr NO WB 0.56 Hoa(TL) 0.00 5 n/a n/a BCLL 0.0 Cotle IBC2000/AN3195 (Mat rix) Weight 2691b BCOL 10.0 LUMBER ____ BRACING TOP CHORD 2 %4 SYP No.2 TOP CHORD Sheathetl ar 3-1-9 oc pudins. BOT CHORD 2 X e SVP OBS BOT CHORU Rigid ceiling Eireclly epplie0 or 160-0 oc bratlng. WEBS 2 X 4 SVP No.3'ExcepP W12%45YP NO.2 REACTIONS (ID/size) 1=0892/1-2-3, 5=12616/1-2-3 Max Horz 1=-96(LC 81 Mez UpIM1=-3810(LC 5), 5=-5266(LC 6) Max Grav1=8845(LC 21. 5=12771(LC 31 FORCES (Ibl-Mezimum CompressionBAaximum Tension TOP CHORD 1-2=-2016318242, 2-3=-11499/5999, 3-0=-1449818000, 4-5=2013518232 BOT CHORD 1-10=-]]55/18888, 10.11=-]755/18888, 9-11=-7755/18888, 8-9=-7755118888, &12=-]]55/18888, 7-12=-7]55/18888, 7-13=-7675/18861, 13-14=-7675/18861, F14=76]5/18861, 8-15=-7875/18861,15-16=-7875/18861,5-16=4675/18861 WEBS 2-9=-15]BId039, 24=-5]722378, 3-7=J525r3670, 4-7=-57432388, 4E=-15I3/d023 NOTES (12-13) 1) 3-ply buss to be conneGetl logeNer witb 10tl (0.131"x3") nails as follows: Top chortle wnnectetl ea tallowy: 2 X 4 -1 row et 0-9-0 oc. Bottom chords conneGetl as tdlows: 2 %8 - 3 rows at OJ-0 oc. Webs wnnecteE as follows: 2 X 4 - 1 row al 0.9-0 oa 2) All loatls are wnsitleretl equally applietl to all plies, except if nota0 as Wnt (F) or back (B) face in the LOAD GASE(SI section. Ply to ply wnnections have been pramtletl to tlistribute only loatls notatl es (F) or (B), unless otherwise intlicatetl. 3) Wntl: ASCE 7-98; 1TOmph; h=25ft; TCDL=d 2psf BCOL=S.OpsY, Category II; Exp G entloseq MWFRS gable end zone; wn8lever IeR antl right expasetl ;enE vertical IeR antl right exposeE; Lumber WL=1 33 plate gtlp DOL=1.33 Plate metal DOL=1.33. 4) TCLL: ASCE 7-98; PF--35.5 psf (get root snow); Exp C; Folly Exp. 51 Unbalanw0 anew betls have bean wnsitleretl for this tlesign. 8) This truss hae Deen tlesignetl for a 10.0 psf bo8am MoN live loatl nonwnwment with any other live loatls. 7) All plates are MT20 plates unless otherwise intlicetetl. B) Pmvitla merhanicel wnnediw (by oNera) of Was to bearing plate capable of wiNStantling 36101b uplift et loin! 1 end 526610 uplift at joint 5. 9) Use USP TH026 (With 18tl nails into Girtler 8 NASD nails iota Truss! ar equivalent spacetl at 280 oc max. starting al 1-10< from the IeR antl tc 17-7-0 to connect Was(es) T03 (1 ply 2 %4 SVP) to Wnl face of bottom rhoN. 10) Fill al nail holes where hanger is in wnWCt with lumber. 11) Hanger(s) or other wnnediw tlevice(s) shall be prgviEeE suRdant to wpport wncentrateE loatls) 21741D Eown enE 9391b up at 17-11-12 on bottom rhortl. The tlesigNSeleclicn of such connection Oeviw(s1 is the responsibility of oNers. 12) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 131 A('.CFPTFD RV'. DATE'. LOAD CASE(S) Stantlartl 1) Snow Lumbar Increase=1.15, Plate Increase=1.15 UnROrm Loa0s lplf) Vert: 1-3=-85, 3-5=-85, 1-5=20 ConcenVatetl Loads (Ib) Vert: 5=d099(F) 8=1925(F) 10=1925(F) 11=-19251F) 12=1925(F) 13=-1925(F)11=-1925(F) 15=-1925(F)18=-19251F) 5214% 7x12 MT1aH VrD= 10x10= 3x811 5x14¢ ~~~~ JoD Truss Truss Type Oty Ply REEVE AOOITION BB]010fi3 T02 GABLE 1 i Job Reference o tional P. D.J. COMP NENT INC., CMESTER.N.Y., TeR Ketchum ].OOpe May 29200]MiTek lntluamea, Inc Tue Sep 0111:17:19 200]Page1 -1-6-0~ _ 5-5-12 10.8-1 16-1-0 21-5-15 26-5-4 32-2-0 X 33-5-0 ' 1-6-0 5-5-12 5-2-5 5-4-15 5-4-15 5-2-5 5-5-12 1-6-0 4x12 - 4x12 = a a s.oo tz ----~- ___ 3x4¢ 3x40 3 7 II ~ 2M II y~ 2 II 0 y 1 9 , d _-- ' 3x0= 10 1T 10 15 11 13 12 11 10 4x8 = 2x4 II 8x0 = 3x4 = dx12 = Jx4 = 2n II ]xd = I '. 5-5-12 ~ 10-6-1 16-1-0 21-5-15 26-6-4 ~ 32-2-0 I 5-5-12 5-2-5 5-0-15 5~-15 5-2-5 5-5-12 Plate ORSaIS X,V : 2:0.0 -3,0811 , 4:0.]-8,0-2-0 , 6:0.7-8,0-2-0, B:0-0.3,0-1-3, 15:0-3-8,0. 3-0 LOADING (ps0 gppCING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 35.5 (Root Snav~35.5) Plates Increase 1.15 TC 0.67 VeM1ILL) -0.15 10.11 >999 240 MT20 244/190 TCOL 7 0 Lumber Increase 1.15 BC 0.70 VeM1(TL) -0.2010-11 >999 180 . SCLL 0.0 Rep Stress Inv YES WS 0.90 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Cade IBC2000/ANSI95 (Matrix) __ Weight 1851D LUMBER BRACING TOP CHORD 2 %4 SVP No.2 TOP CHORD Sheathetl or 3-3-1 oc puAins, except BOT CHORD 2 X 4 SVP No.2 280 oc putlins (fi-0-0 max.): 4E. WEBS 2 X 4 SVP No.3 SOT CHORD Rigid ceiling tlirectly applied or 5-3-0 ac bretlng. OTHERS 2X 45YP NO.3 REACTIONS Ilb/size) 2=257/11-1-8, 17=Q111-1 A, 15=2096/11-1-0, 16=33111-1A, 18=112/11-1 A, 8=1086/0-3.8 Mex Horz 2=-1421LC 8) Max UPIiR2=-251(LC ]), 17=-534(LC 3), 15=1042(LC 61, 18=-1 (LC 6), 8=-0fi6(LC 6) Max Grav2=485(LC 2), 17=385(LC 2y 15=2]82(LC 3), 18=87(LC 4), 18=140(LC 4), 8=1598(LC 3) FORCES (Ibj-Maximum Camprassian/Maximum Tension TOP CHORD 1-2=0/38, 2J=136/461, 3i=-37311376, 4-5=-7461418, 56=-746/416, &7=-1837//21, 743=-2918/1017, 8-9=0/3B BOT CHORD 2-18=-425/230, 1]-18=425230, 16-1]=425230, 15.16=425230, 14-15=-13]2/648, 13-14=-1372Ifi48, 12-13=-43]/1659, 11-12=-03]/1659, 10-11=-836/2611, &10=-8362611 WEBS 3-1]=-350/588,3-15=A1B/409, 4-15=-2312/930,4-13=-9192580,5-13=-7541359,6-13=1113/403,6-11=116/dBB, ]-11=-1039/482.]-f0=0/223 NOTES (13-14) 1) Wind ASCE 7-98; 120mph; h=25R; TCOL=4.2psf BCDL=5.OpsY, Category II; Exp C; entlosetl; MWFRS gable entl zone; canRlever left antl right expasetl; end veNCal left end Aghl exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Tmae tleaignetl tar v4nd loetla in the plane of the truss only. For afutla expasetl to wintl Inoimel 1o the (era), see MiTek "StantleN GeDle End Detail" 3) TCLL: ASCE 7-98; Pf=35.5 psf (Rat roof snowy E~ C; Fully Exp. 4) Unbalanced snow loads have been conadered for this design. 5) This truss has Dean tlasignatl for greeter of min roof live load of 20.0 pst or 1.00 times flat roof load of 35.5 psf on oveMengs nonunartenl with oNer live loetla. I e) Previtle adequate tlrainage to prevent water ponding. ' 7) This Voss has been tlesignetl fora 10.0 psf bottom dioN live loatl nonconartent with any other live loatls. 8) All plates ere 1x3 MT20 unless oOervnse intliratetl. 9) Gable sNtls spaced at 2-0-0 oc 10) Provide mechanical wnnedion (by others) of truss to bearing plate capable IN withstanding 251 ID uplift at joint 2, 53410 uplift at joint A, 104210 uplift al joint I 15 and 1 Ib uplift at joint 18. 11) One RT18A USP cannepore recommended to cennea W ss to bearing walls due tc uplift al jl(s) 8. 12) Design assumes 4x2 (flat orientation) putlins at oc spadng in0iwled, lestenetl to Wss TC w/ 2-10E nails. ~i 13) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. i 14) AGGEPTEO BV: DATE'. LOAD CASE(S) StentlaN ' 3~-S~~ Job _- Trusa TwsType Oly Ply REEVE ADDITION BW01683 T02A HIP 5 1 _-,_. Job Reference o 1ionN P.D.J. COMPONENTS INC., CHESTER N Y., Tafl Ketchum 1000 s May 29 200] MiTak Intlustriea, Inc Tue Sep 64 11:1]:21 200] Papa 1 -1E-0~ 5-5-12 ~ 10-8-1 i6-1-0 21-5-15 28-8-4 32-2-0 33-6-0 _ I ~ 1-8-0 5-5-12 52-5 5-4-15 5-415 5-2-5 _ 1 5-5-12 1-0-0 Scale= 1.%. Camber=lrei Ixa = 1x311 40= 0 8 1.00 12 ~- 3N c 3x4 L 3 2 ] W! W3 2 0 1 a ~ I~ 5x11 s 18 15 11 13 12 11 10 5x14 c tYd II 3x4= 1x6= 3x0=1x6= 3x4= 1x311 5-5-12 10-8-1 ~ 16-1-0 21-5-15 28-8-4 ~ 32 2 0 ____ 5-5-12 5-2-5 5-415 5-0-15 5-2-5 5-5-12 I Plate Offsets X Y : 2:0-0 -12 0-2d , d:0-51,0.2-0, 8:0-54,0.2-0 5:0-0.12,0-2-0 LOAOINGIpsO TCLL 35 5 SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/tl PLATES GRIP . (ROOF Snovr--35.5) plates Innease 1.15 TC 0.93 Vert(LL) -039 13 >990 240 MT20 244/190 TCDL 7.0 Lumbar lnvaase 1.15 BC 0.93 VeM1(TLI -0.5413-15 >705 180 BCLL 0 0 Rep SVass Incr YES 4VH 0.50 HOrzITL) 0.17 0 n/a n/a . BCDL 10.0 COtle IBC2000/AN5195 (Simplifad) Weigh: 164 1b COMBER BRACING TOP CHORD 2 X 4 SYP No.1 'Except' TOP CHORD SheaOed or 1-11-3 oc putlins, except T2 2 X d SVP DSS 2-0-0 Oc pu0ins (25-10 max.): 46. BOT CHORD 2 X 1 SYP No.1 'Except' BOT CHORD Rigitl ceiling tlirec6y epplietl or 4-9-11 oc bradng. B2 2 X 4 SVP No.2 WEBS 2X 43YP N0.3 WEDGE LeR. 2 X 6 SYP N0.2, Right 2 X 6 SVP Nat REACTIONS (Ib/size) 2=1813/0.3-13 (inWC 0.35), 0=101310.3-/3 (input 03-8) Max Harz2=-142(LC 81 Max Uplifl2=-998(LC 51, 0=-990(LC 8) Max Grev2=24401LC 2), 8=2440(LC 3) FORCES (Ib)-Maximum CgmpresaionlMeximum Tension TOP CHORD i-2=0/19, 23=-5101/1945, 31=1170/1689, 4-5=1261/1619, 5E=-0261/1819, 6-7=11]0/1889, 7-B=-510111945, 8-9=0/19 BOT CHORD 2-16=-1619/4766, 1516=-1619/4768, 14-15=-idfi7/3971, 13-id=-148]/39]1, 12-13=-1360f3971, ii-12=-1360(J971, 1611=-1]12/6]68, 8-10=-1]1214766 WEBS 3-18=0213,3-15~BBId15, d-15=-94/415,4-13=-34311073, fi-13=710/353,6-13=-343/1073,611=-941415,7-11=-8881415, 7-10=0213 NOTES (10.11) 1)1Mntl: ASCE 7-90; 120mph; h=25q TCDL=4.2pst, BCDL=5.Opst Category II; Exp C; entloseq MWFRS gable entl zone; wnNever left and Aght expOSatl ;end vertical left and AgM exposeq Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=133. 2) TCLL ASCE 7-98; Pk35.5 psf (flat roof snowl; Exp C; Fully Exp. 3) Unbalanced snow loatls have been cOnsitlerad for this tlesign. 4) This truss has been tlesigned for greater of min roof live load M 20.0 psf or 1.00 times flat roof IOatl Of 35.5 pd on ovaMangs nonrencument with other live loses. 5) Provitle atlequale tlrainaga to prevent water pontling. 8) This truss has been tlesigned fora 10.0 psf Ooftom Glord live load noncancumenl v4N any other live loatls. 7) WARNING: Required bearing size atjdnys) 2, 6 greater than input bearing size. B) Two RT7A USP cOnnedOn remmmentlatl to conned truss to bearing wells tlue to uplift al l4s) 2 end 6. 91 Oeaign asaumea 4x2 (flat adenlelion) puAins et oc apedng intliceled, faelenetl to W ss TC w/ 2-10tl nails. 101 THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN>»>PLEASE VERIFY ALL INFORMATION. 111 ACCEPTED BY: DATE: LOAD LASES) Standard 3a~~~ ~ Job Tmes Tmsa Type -~ -~ Oly Ply - REEVE ADDITION BO]01863 T03 HIP 9 1 Job Reference IionN P.D.J. COMPONENTS INC., RESTER , N.Y., Tafl Ketchum 1000 s May 29 2007 MiTak Intlustriea, Inc. Tue Sep 0111:1]:23 200] Papa 1 i -1 ~-0 5-5-12 10-8-i 16-1-0 21-5-15 26-5-0 31-11-0 _ ~ _ 1-6-0 5-5-12 5-2-5 5-4-15 5<-15 52-5 52-12 sole = 1:54. Camber=lrel 1x0 = 1x311 1x0= 1 6 1.Da 1z 3xA , 3x1 3 YVZ 7 ~ ~ B 2 9 1 ___.___ I= ~ ~d 5x11% 16 15 11 13 tt 11 10 1x13 C 5x11= ' 1x3 II 3x1 = 5x6 WB= 3x0 . 3x4 = 1x3 II 1xe = _.___ 5-5-12 10-&1 i6-1-0 21-575 26-8-4 31-11_0 5-5-12 52-5 5<-15 54-15 52-5 5-2-12 Plate OBSela X,Y '. 2:0-0-120-24 4:0.5<,0-2-0, 6:0-Si0-2-0 9:0-04,0.2-12 TOAOINGIps35.5 SPACING 2-0.0 CSI OEFL in (lod I/tleg UC PLATES GRIP (Roof Snow=35.5) Plates Increase 1.15 TC 0.92 Vel](LL) -0.39 13 >978 240 MT20 244/190 TCDL ] D Lumber Increase 1.15 BC 0.93 Verl(TL1 -0.5413-15 >700 160 . BCLL 0.0 Rep Stress trio VES WH 0.50 Ho2(TL) 0.1] 9 n/a n/a BCDL 10.0 Cotle IBC2000IANSI95 ~ (Simplifietl) WeighC. 161 ID LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 'ExmpP TOP CHORD SheaMeC or 1-11-5 oc putlins, except T2 2 % 4 SYP DSS 2-0.0 ac pu0ins (25-12 max.): d5. BOT CHORD 2 X 4 SYP No.1 •Exmpt• BOT CHORD Rigitl ceiling tliredly applietl or 4-9-10 oc Dredng. B2 2 X 4 SVP No.2 WEBS 2%4 SVP NO.3 WEDGE Left: 2 X 6 SYP No.2 SLIDER RigM2X4 SVP NO.32-7-15 REACTIONS (Ib/size) 9=1867/MeManiml, 2=180]/0-3-13 (inpuC. 0-3d) Max Horz2=151(LC 71 Mex Uplifl9=-B3](LC 8), 2=-995(LC 5) Mex Grav9=2212(LC 31, 2=2434(LC 2) FORCES QD)-Maximum COmprassionRAeximum Tension TOP CHORD 1-2=0/19, 2-3=-5085/193], 3<=-/154/1681, 4-5=4238/1808, 5E=d238H 608, 6-]=4119/1870, ]-8=5004/1912, a-9=-5004/1912 BOT CHORD 2-18=-1824/4]52, 15-16=-1824/4752, 14-15=-1472/3958, 13-14=-147213956, 12-13=13]2/3922, 11-12=-1372(4922, 10.11=-1699/4653 , 9-1R-1899/4853 WEBB 3-18=0/213,3-15=4169/415,4-15=-95/415,4-13=-33]/1058, &13=-710/353,8-13=-34811083, fi-11=-9]/J90, 7-11=-09&394,]-10=0/211 NOTES (12-13) 1) WSntl: ASCE 7-98; 120mph; h=25fl; TCDL=4.2pri; BCDL=5.Opsf Category II; Exp C; endosetl; M WFRS gable and zone; wn4levar left antl Oghl exposeC ;and vertical IeR end right expoaee; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) TCLL ASCE ]-98; Pf=35.5 paY (flat root snowg Exp G Fully Exp. 3) Unbalance0 snow 108tle have been mnsitleretl for This tlesign. 4) This Waa has been tlasignetl for greeter of min root live IoaC M 20.0 ps(or 1.00 limas flat roof IoaOIN 35.5 pat on overhangs non-wnwnenl wipe other live loatls. 5) Provitle atlequeta drainage to prevent water pontling. 8) This Voss has been tlesigneC fora 10.0 pet bottom diortl live IOatl nOmm~curtent v41h any gNer live loatls. 7) WARNING: Requiretl bearing size al joint(s) 2 greeter Men input Dearing size. 8) Refer to giNar(s) far W ss to truss mnnecUOns. 9) Provitle mechanical mnnedion (by others) M Wes to bearing plate capable Of vnMStentling 8371D uplift al joinl9. 10) Two RT]A USP mnnedas recommantletl to mooed Iruv to bearing walla Cue to uplift el ll(s) 2. 11) Design assumes 4x2 (flat anenfaDan) purlins el oc spedng in0icalaC, (erienetl to Wss TC w/ 2-10tl nails. 12) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 'i 131 ACCEPTED BV: GATE: LOAD CASE(S) SMntlarC ~3asq~ s e D1y REEVE ADDITION Ply 80701883 T04 COMMON 1 Job Reference (optional) Y.U.J. IiUMYVIVtIV I J IIVIi.. V RCJ I CR , I`I. r., i as nvru~ua~ ~1-6~ 5-5-11 - 1-6-0 5-5-11 0-6-0 ~ 15-10-5 21-4-0 22-10-~ 5-2-5 5-2-5 5-5-11 1-6-0 Iz4 = 4 ~_ 7-2-7 14-1-9 21-4-0 7-2-7 6-11-1 7-2-7 L0ADING(ps0 SPACING 2-0-0 CSI DEFL in (loc) IItleB L/0 PLATES GRIP TCLL 35.5 Plates lnvease 1.15 TC 0.77 VeR(LL) -0.12 10 >999 240 MT20 244/190 (Roof Snow=-35.5) Lumber lnaease 1.15 BC 0.70 VeR(TL) -0.23 8-10 >999 180 TCOL 7.0 Rep Stress Ina VES WH 0.28 Horz(TL) 0.06 6 nla n/a BCLL 0.0 Code IBC2000IAN3195 (Simplifietll Weight 9210 BCDL 10.0 _ _ LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD SheaNetl or 3-1-13 oc purlins. BOT CHORD 2 X 4 SVP No.2 BOT CHORD Rigitl ceiling tlirectly epplie0 or 6-1-15 oc bradng. WEBS 2X 45YP NO.3 REACTIONS Qb/size) 2=1245/0-3-8, 6=124510-3-B Maz Horz2=-142(LC 8) Max Uplif12=673(LC 5), 6=673(LC 8) Max 0rav2=1509(LC 2), 8=15 W ILC 3) FORCES (Ib~-Maximum COmprassipn/Maximum Tension TOP CHORD 1-2=0119, 2-3=-2454/1 Ofi4, 3-4=-19851939, 4-5=-1985/939, 58=-245411064, 67=0118 BOT CHORD 2-t0=-99712292, 9-1077/1513, 8-9=-57711513, BA=b9012292 WEBS 3-10=-6091361,4-10=-285/197, 4-8=-265/797, 5-8=609/361 NOTES (7-8) 1) NAntl: ASCE 7-98; 120mph; h=25f1 TCDL=4.2psY, BCDL=5 Opsf, Category I[ Exp C: entlosetl; MWFRS gable entl zone; wn8lever left antl Rghl exposetl ; entl veNral left antl right exposed; lumber DOL=1.33 plate grip OOL=1.33 Plate metal DOL=1.33. 2) TLLL: ASCE 7-98; Pf=35.5 psf (Bat root snawg Ezp C; Fully Exp. 3) Unbalance0 snow loatls have been wnsitleretl for this Design. 4) Tnis truss has been tlesignetl for greeter m min repf live loatl of 20 0 psf or 1.00 limas flat root loatl 0135.5 pat on overhangs npn~pnwrtenr wiM other live Ipatls. 5) This truss has been tlesignetl fora 10.0 psf bottom rhoN live loatl nomm~artent with any other 8ve loatls. fi) One RT16A USP mnneaors recommentletl to connect tmss to Eeatlng wells tlue to uplift et 14s) 2 antl 8. 7) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFV ALL INFORMATION- S) ACCEPTED 0Y: DATE'. LOAD CASE(S) Stentlartl 3x4= 3rA= 3x4= 3a5~ ~ Job Tress Truss Typa Dly Ply REEVE ADDITION 80]01863 ID5 HIP 1 1 Job Reference ~opM1Onal) - - v nnn . onn e41M mmee Ina T e Rnn bd 1d 1] JS 90n] Pwnn 1 r.u.a.~.~mrvnu.~ou.......~~~..~~• ........ ................... i lE-0 4-5-11 8-e-0 i_ 12-8-0 ~ 18-10-5 ~ 21-4-0 122-10-0 i-6-0 4-5-11 4-2-5 4-0-0 4-2-5 4-5-11 1-8-0 Sole = 1.38. Camear=lrei exa = e~m = 131 3xa = 3x6 = 3xd = B-B-0 4-0-0 8-8-0 LOADING psf) gpACING 2.0-0 CSI DEFL in (loc) I/tlefl Lltl PLATES GRIP L Plates lnaease 1.15 TC 0.83 Vert~LL) -0.15 ]-9 >999 240 MT20 244/190 of Sndw-35.5) (Ra Lumber lnaease 1.15 BC 0.82 Vert(TL) -0.32 ]-9 >793 180 TCDL ].0 Rap 34esa Incr VES WB 0.28 HOR(TL) 0.08 ] n/e n/e BCLL 0.0 Cotle IBC2000/ANSI95 (Simplified) Weight: 981b LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathed or 3-3-13 oc purtins, except BOT CHORD 2 %4 SVP No.2 2-0-0 ac p W ins (3-]-0 max.J. 45. WEBS 2 X 4 SVP No.3 BOT CHORD Rigid ceiling tlireclly epplled or 53-2 oc braong. REACTIONS (Ib/size) 2=1245/0-3-8, ]=1245103-8 Max Hcrz2=-120(LC 8) Maz Uplifl2=6961LC 5), ]=-896(LC 6) Mez Grav2=1818(LC 2), 7=1fi16(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0119, 2-3=2830/1219, 3d=-2159/938, 4-5=-2053/943, 5-0=-21 5 919 36, 6-]=-2830/1219, ]3=0119 BOT CHORD 2-11=-1135/2832, 1Q11=-]182063, 9-00=-]18/2063, ]-9=-1044/2832 WEBS 3-11=-020/402, 4-11=-83/305, 5-11=326/328, 5-9=-731331, 6-920/402 NOTES (9-10) 1) Wnd: ASCE ]-98; 120mph; h=25ft; TCDL=4.2psY, BCDL=5.Opsf Category II; Exp C; entlosad; MWFRS gable end zone', canfilever left end right exposetl; entl vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1 ]3. 21 TCLL: ASCE ]-98; PF--35.5 pffi (flat roof snow); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) this Truss has been deslgnatl for greater of min roof live Icatl of 20.0 psf or 1.00 limes flat roIN load of 35.5 psf on ovarhanga non<oncurtent with Mhar live loans 5) Provide adequate Drainage to prevent water pontling. 8) This tmsa bas been tlesignatl (or a 10.0 psf bodom Mord live Icatl nancenartenl with any oNer live loads. ]) One RTi6A USP cennactors recommendatl to connect W ss to bearing walls due to uplift atjt(s) 2 entl ]. 8) Design assumes 4x2 (flat orientation) pudins at oc sparing IndlrateQ fastenetl to Imss TC w/ 2-10d nails. 9) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 10)ACCEPTED BV' DATE: LOAD LASEIS) StandaM ~~~~~' rJab Tmss Truss Type Oty Ply REEVE ADDITION 80701883 Tbfi MIP 1 1 JM Reference (optional) .~.a. wmrvncn i o n..,., e..=~ ~ _... . ~.. 1~-0 ~ 3511 1-6-0 3-5-11 g-B-0 10-g-0 14-8-0 17-10-5 21A-0 22-10-0 3-2-5 ~ 4-0-0 4-0-0 3-2-5 3-5-11 1-g-0 Scale= 1:30.4 Cembar= 11a it 4xd = 3x4 = 4x4 = Fib-0 14-8-0 11-4-U g-B-0 8-0-0 6-&0 PI t Ofl is IX VI' 12'0-0-30-1-31 IB'0-0-30.1-31 LOADING (ps0 SPACING 2-0-0 CSI DEFL in (lac) Iltlefl L/tl PLATES GRIP TCLL 35.5 Plates lnveasa 1.15 TC 0.64 Vert(LL) -0.17 12 >999 240 MT20 244/190 (Roof Snow=35.5) Lumber Increase 1.15 BC 0.84 Vert(TL) -0.3010.12 >828 180 TODL ].0 Rep Stress Inv YES WB 0.28 Horz(Ty O.oB 8 n/a n/a BCLL 0.0 Cotle IBC2000/AN3195 (Simplifietl) Weight. 991b BcoL foe LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathe) or 3-0-0 oc putlins, except BOT CHORD 2 % 4 SYP No.2 2-0.0 be putlins (3-28 max.)' dS. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling tlirec8y epplietl or 5-]-11 oc bracing. REACTIONS (Ib/size) 2=1245/0.3-5, 8=1245I0.3S Max Horz2=-991LC 8) Mex Uplifl2=-]15(LC 5), 8=]15(LC 8) Max Grev2=17011LC 2), 8=1701(LC 3) FORCES Qb)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=0/19, 2-3--3158/1277, 3d=-2]79/1113, 45=-265811105, 5F=-2658/1105, 6-]=-2]]911113, ]-8=315&/1277, &9=0119 BOT CHORD 2-12=-117BY2918, 11-12=-1133/2884,10.11=-11332864, B-1o--11 0 212 918 WEBS 3-12=-299/268,4-12=-124/483, b12=-715/295,5-10=-]15/295,6-10=-124/483,]-10=-2991268 NOTES (9-10) 1) W1ntl'. ASCE ]-98; 120mph; h=25fl; TCDL=4.2paY BCOL=5.OpsY, Category II; Exp C; entloaeq MWFRS gable entl zone; cantilever left entl right exposetl ;entl veNCel left and right exposeQ Lumber OOL=1.33 plate grip OOL=1.33 Plate metal DOL=1.33. 2) TCLL ASCE ]-98; PF--35.5 psf (Dal root snow)', Exp C; Fully Exp. 3) Unbalancetl snow loatls have bean conaltlere0 for Nis tleaign. 4) TTis Wss has been tlesignetl for greater of min reef live loatl of 20.0 psf or 1 00limes flat roM loatl 0135.5 pat on overhangs nonronwment with other live loatls. 5) Provitle etlaquale tlrainage to prevent water pontling. 8) This liusa has been tlasignetl fora 10.0 psf bottom MaM live Ioa0 nomm~anent vnm any other live loatls. 7) One RT18A USP connectors recommentletl to mnneG buss to beann9 walls tlue to uplift el It(s) 2 entl B. 8) Design assumes 4# (flat onama0an) putlins al oc spetlng intlicateQ faslenetl to truss TC w/ 2-10tl nails. 9) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 10) ACCEPTED BV: DATE: LOAD CASE(S) Stantlartl 3xa = 3x4 = axe = 3~. ~~ ~ Job Tmss Truss Type Oty Ply REEVE Ap01T1ON 80]01883 TO] HIP 1 1 Job Reference o ionel P.D.J. COMPONENTS INC., CHESTER , N.Y., Taft Ketchum 7.000 s May 29 200] MTak Intlustrien, Inc. Tue Sep M 14'.1]:2] 200] Pape 1 -i-6-o 4-a-o a-a-o 1z-e-0 1e-e-o z1-4-0 zz-lo-o 180 4-8-0 4-0-0 4-0-0 4-0.D 4-8-0 1-6-0 style = raa. it Camber=lrei axd = 3H = 3x4 = 44 = 1.00 12 3 4 5 6 ~_. 1 2 7 ° ~ I~ 4x8 = 12 11 10 _._ 9 dxa 3x1= 56 WH= 3x4 = 34 4-8-0 10-a-D _ 1Fi8-0 21-4-0 _ 4-8-0 B-0.0 6-0-0 48-0 Plate OBmts XV'. 2:0-0-30-1-3, :D-0-3,0-1-3 _ LOADING (pary TCLL 35.5 gpACING 2-0-0 CSI OEFL in (lac) Iltlefl Lltl PLATES GRIP (ROOF Snow=35.5) Plates lnvease 1.15 TC 0.87 VeA~LL) -0.31 10 >810 240 MT20 244/190 TCDL 7 0 Lumber lnvease 1.15 BC 0.99 Vert TL -0.41 ( ) 10 >616 190 . BCLL 0 0 Rep SVass Inv YES WB O.Sd Horz(TL) 0.10 ] n/a nle . BCDL 10.0 Cotle IBC2000/ANSI95 (Simpli0etl) Weight 931b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD SheaNetl or 21-0 oc purlins, except BOT CHORD 2 %4 SYP No.2'ExcepP 2-0-0 oc putlins (2<-14 max.): 3E. B2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling tlireNy applietl or4-11E of brarng. WEBS 2X4SYP NO.3 REACTIONS (Ib/size! 2=1245/0-3-9, ]=1245/0.3-8 Mez Horz2=-70(LC e) Max UPIift2=-7291LC 5), ]=d29(LC 8) Maz Grav2=1]63(LC 21, 7=A63(LC 3) FORCES (Ib)-Mapmum COmpresaionlMaximum Tension TOP CHORO 1-2=0/19, 2-3=3298/1230, 3d=-3124/1225, 4-5=1274/1654, 5b=-3124/1225, 6-]=329811230, 7-8=0/19 BOT CHORD 2-12=-1110/3072, 11-12=-1801/4273, 10.11=1601/42]3, 410=-15]1/4273, 7-9=-1050/JW2 WEBS 3-12=-193!750, 4-12=-1540/508,4-10=0/1]],5-10=01177, 59=-1540/588,6-9=-193/150 NOTES (410) 1) w1ntl: ASCE 7-98; 120mph; h=25ft; TCDL=4.2psf BCDL=5.Opat Category II; Exp C; entloseq MWFRS gable end zone; cantilever left antl right axpomA ;end vertical left antl right axpoaeq Lumbar DOL=1.33 plate ghP OOL=1.33 Plate metal DOL=1.33. 2) TCLL'. ASCE ]-98; PF--35.5 psf (fiat roof snow); Exp C; Fully Exp. 3) Unbalancetl snow loatls have been conaitlere0 for this design. 4) This truss has Ceen tle&gnetl for greater of min roof live leatl of 20.0 psf or 1.00 times Bet roof loatl Of 35.5 psf on overh angs nonaonament with other live 108tl9. 5) Provitle adequate Oroinega to prevent water pontling. 6) This Cross has been tlevgnetl fora 10.0 psf bottom rhartl live loetl nonconcument with any other live loatls. 7) One RT16A USP mnnevors recommentletl to connev truss to bearing walls tlue to uplift at Ills) 2 antl ]. 8) Design assumes 4z2 (Bel otlente0on) puAiro IN oc apedng intliceteq fastanetl to from TC w/ 2-100 nails. 9) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AB SHOWN»»PLEASE VERIFY ALL INFORMATION. 10) ACCEPTED BV'. GATE: LOAD CASE(S) $tantlartl 3~-592 Job Truss Truss Type Oly Ply REEVE ADDITION 80701883 TOB HIP 1 2 Job Reference o iona0 P.D.J. COMPONENTS INC.. CHESTER, N.Y., Teft KetWUm ].000sMay 292007 MTek lntlmWea. Inc. Tue Sep 0114:17:211200] Paga1 p 2~9~ B_p-g 13-3-7 ~ 18-8-0 19~-3~1 21-4-0 ~ 22-10-0 1 ~, 1{ ' _ 1E-0 2-0-12 10.7-4 5-4-9 5-2-13 5-4-9 0-7d 2-0.12 1-Py-0 sole =1:ae. Camber=ll0 i _ 1x3 II 5x8 1x3 II 1x0 = 5 fi = 1.00 12 1x] II 4 ] 0 - 3 - 2 - a - I 10I d 1] 10 1B 15 19 14 20 21 13 22 23 24 12 11 3x8- axe- 3x6 I I Bxfi = 8x0 = 2x4 I I 0x3 = 3x4 = 3x4 = 2-0-12 ~ &0-9 13-3-7 18-8-0 iF 3-~i 21-4-0 2-0-12 0-7-4 51-9 5-2-13 5-4-9 0-71 2-0.12 Plate ORSeIS X V 6:0-58,0-2-0 , 12:0-3.8 01-0 LOADING (psf) gppCING 2-0-0 CSI DEFL in (loc) I/tlefl L/0 PLATES GRIP TCLL 35.5 Plates Increase 1.15 TC 0.97 Vert(LL) -0.63 1314 >402 240 MT20 244/190 IROOt Snow-35.5) Lumbar lnuease 1.15 BC 0.85 VeR(TL) -0.7813-14 >324 180 TCDL ].0 Rep Sbess trio NO WB 0.81 HcrzITL) O.W 9 n/a n/a BCLL 0.0 Code IBC2000/ANSI95 (Matriz) Weight 2331b BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SVP Nc.2 TOP CHORD Sheadietl or 5-8-] oc pudins, exwpt BOT CHORD 2 X e SVP No.2 •ExwpP 2-0-0 oc pudins (2-7-9 max.): 47. B2 2 X e SVP DSS BOT CHORD ftigitl ceiling direNy applied or 10-0-0 oc bradng, ExwpC WEBS 2 X 4 SVP No.3 8-3-8 oc bradng: 13-14 e-5-0 oc Dradng: 12-13. REACTIONS (ID/size) 2=20]6/0.3-8, 9=2125/0-3b Max Horz2=60(LC ]) Mex UpIifY2=-1239(LC 5j, 9=-12651LC 6) Max Grev2=26421LC 2), 9=2891(LC 3) FORCES (Ib)-Maximum COmpressionlMaximum Tension TOP CHORD 1-2=0/49, 2-3=48]]2138, 3-0=1412/1988, d-5=-10864/4688, 56--10884/4888, 8-]=E2d812]45, ]-8=153212022, 8-9=19662181, 9-10=0/48 BOT CHORD 2-17=-1892/441], 1&17=-2603/60]5, 1618=2]32/8385, 15-18=-2]32/6385, 1519=-27328385, 14-19=-2]326385, 16-20=1933/11563, 20.21=1933111563, 13-21=1933/11563, 18-22=1933111563,22-23=1933/11563,23-24=1933/11583,12-24=1933111563,11-12=-2522/5864,9-11=-195014d99 WEBS 4-16=-90512191,4-14=-1923/4654,5-14=b121310,&14=-785820, 6-13=-1651501,612=-550112303, ]-12=-1113/2699, 3-1]=521/1225, 4-1]=-3248/1394, B-11=184/1148,7-11=-28]3/1134 NOTES (14-15) 1) 2-ply truss to be wnneded together with tOtl (0.131"x3") nails es follows'. Top chortle wnneded as follows'. 2 %4 - 1 row e10-9-0 oc. Bottom chords wnnedetl as follows: 2 % 6 - 2 rows of 0-]-0 oc. Webs wnnede0 as follows: 2 X 4 - 1 row at 0.9-0 oc. 2) All tootle ere considered equally applie0 tc all plies, ezwpt R noletl as front (F) or back (e) few in the LOAD CASE(S) section. Ply la ply connections have Deen provitle0 to distribute only loads natetl as (F) or (B), unless otherwise intliwtetl. 3) W1ntl: ASCE 7-90; 120mph; h=25f1 TCDL=4.2psF; BCDL=S.Opst Category II; Exp C; enclosed; MWFRS gala end zone; wn0lever left antl right ezposetl', end veNral left antl fight exposed; Lumbar DOL=1.33 plate gtlp DOL=1.33 Plate metal OOL=1.33. 4) TCLL: ASCE 7-88; PF--35.5 psl (flat roof snow{ Ezp C; Fully Exp. 5) Unbalanwtl snow loatls have been wnsitlere0 for 9iis design. 6) This truss has been tledgne0 for greeter of min roof live load of 20.0 psf or 1.00 times flat root loatl of 35.5 psf on overhangs nanronwment wiN other live loads. 7) Provitle atlequate Oreinege to prevent water ponding. B) This Truss has been tlesigned fu a 10.0 pst bottom d1oM live load nwwnwmenl with any other live loads. 9) MUGT15/PHD2 USP wnnedore rewmmentletl to wooed W ss to Oeartng walls tlue to uplift et Ills) 2 end 9. 10) Deaign assumes 4x2 Iflat ortentation) pudins at oc sparing intliwleq fastened to bum TC wl2-1Od nails. 11) Use USP JUS261W1N 10tl nails into Girder 8 tOd rialto info Truss) ar equivalent spaced a12-0-0 w mez. starting at 2-0-12 hom the left antl to 19-31 to wooed Wss(es) T0911 ply 2 X 6 SVP), T09 (1 ply 2 %4 SVP), T09 11 ply 2 X 8 SVP) to back few IN bottom choM. 12) Fill all nail holes where hanger is in wntad wllh lumber. 13) MUGT15 Wwtl Indalla8on: Minimum 2 ply stud requiretl beneath Wss. AOOiBwel anchorage to wall slutl designed by oNers. Install minimum of &10tl nails into Truss taw antl minimum 4-1Otl nails iota the Wss lop Moisture homer plate may be required. 14) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 15) ACCEPTED BV: GATE: LOAD CASE(S) Standartl 1) Snow Lumber Increase=1.15, Plate Increase=1.15 Unitoim Loatls (p10 VeM1: 11=-85, 4-7=-85, 7-1~-85, 2-9=-20 ConwnValed Loatls (Ib) Vert 14=-18418)17=-20018)11=-20018)18=-164(8119=-18418120=-16418)21=-184(8122=-164(8)23=-16018)24=-164(8) ~~~~ ~ JoE Truss Truss Type OtY Ply REEVE ADDITION B07018fi3 T09 MONO HIP 2 1 4x4= Job Reference o ionel P.D.J. COMP NENTS INC.. CHESTER, N.V., Tart Ketdium 7.000 s May 29200] MTek Intlusdes, Inc. Tue Sep 0414:1]:29200] Pege 1 4 2-0-0 _ s 2-R-0 zxa II ', -i-0-0 _ 1-6-0 2-0-0 D-8-0 Sale =16. Tl aco 1z w w3 z et 3xa = zxa o 4x4 = fi 7 5 1-0-15 2-8-0 1-8-15 1-1-1 LOAOING~ps~ gppCING 2-0-0 CSI OEFL in (Ioc) I/tlefl L/tl PLATES GRIP TCLL 35.5 Plates lnaease 1.15 TC 0.28 VeR(LL) -0.00 8 >999 240 MT20 244/190 (Roof Sngw=355) Lumber Increase 1.15 BC 0.08 VeR(TL) -0.00 6 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.03 Ho2(TL) -0.00 5 rile rile BCLL 0.0 Catla IBC2000/AN5195 (Matrix) Weigel: 151b BCDL 10.0 LUMBER BRACING TOP CHORD 2 % 4 SVP No.2 TOP CHORD SheaNe0 or 2-8-0 oc putlins, except antl veNrals, and 2-0-0 oc putlins: 3<. BOT CHORD 2%65YP Nn2 BOT CHORD Rigid railing Directly eppliatl or6-0-0oc baring. WEBS 2 %4 SYP No.3 JOINTS 1 Brace at Jl~s):4 REACTIONS Qb/size) 5=220M1echeniral, 2=353/0-3-8 Max Horz2=80~LC 4) Max Uplifl5=-1581LC 4), 2=-309(LC 3) FORCES (Ibl-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-1]3/18, 3-0=12/16, 4-5=-22/17 BOT CHORD 2.6=-85/109, 8-7=50/48, 5-70/46 WEBS 36=-59/100,3-5=A4Si9 NOTES (13-14) 1) NSntl' ASCE 7-98; 120mph; h=25? TCDL=4.2psh BCDL=S.Opsf; Category IC Exp C; entloseq MWFRS gale antl zone; ranfilever left antl Rght exposetl ;antl vergcal left antl Rght exposeq Lumber OOL=1 ]3 plate grip OOL=1.33 Plate metal DOL=1.33. 2) TCLL ASGE 7-98{ PF--35.5 pd (Sal roof snow); Exp C, Fully Exp. 3) This tws has been tleagnetl for gaoler d min roof live loetl d 20.0 psf or 1.00 Bmes flat roof loetl of 35.5 psf on overhangs nonranament with other live tootle. 4) Provltla adequate tlainage to prevent water pontling. 5) This truss has been tleaignetl fora 10.0 paf bosom tliortl live 108tl nonconament with any other live loetls. 8) Refer to giMer(s) (or Wss Io Wss connections. 7) Provitle mechanical connectlon (by olhan) d W ss to bearing plate spade d withstantling 1581b uplift etJdnt 5. 8) One RT16A UBP mnnedoa rewmmantletl to wnnect Wsa to bearing walls tlue to uplift aljt(s) 2. 9) Design assumes 4x2 (flat orientation) putlins et oc sparing intliateq fastenetl to truss TC w/ 2-10tl nails. 10) Use USP HJC26 (NSth t6tl nails into Giber 810tl nails into Truss) or equivalent et 2-0-6 /rom the left antl to conned truss(es) T12 (1 ply 2 X 4 SYP), T11 (1 ply 2 X 4 SYP) to front face d bottom diortl. 11) FIII all nail hales where hanger is in mntact with lumber. 12) In the LOAD CASEIS) section, loetls epplle0 to the face d the Wsa ere notetl as front (F)or beck (BI. 13) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. /4~ACCEPTED BV: DATE'. LOAD CASE(S) $tantlartl 1) Snow Lumber Increase=1.15, Plate Incense=1.15 ungorm Loses (ply VeR: 1-3=-85, 3-0=-85, 2-5=20 Cancentretatl Loetls (Ib) VeR: 7=-1B4(F) 3~~ Job Tmsa Tmas Type OtY Ply REEVE ADDITION 80]01863 T10 JACK 8 1 Job Rekrenca o anal P.O.J. COMPONENTS INC.. CHESTER, N.V., Tefl Ketdium ].000 s Mey 29200] MRek Intluetnea, Inc Tue Sep 0414:1]:30200] Pege 1 I 1x3 II -1 -6-0 ' ~.__.__ 2 B 0 3 ~. I 1-6-0 ~ 2-6-0 . tale= 1].1 4.eb 1z i II wt 2 / ~ n t Bt _ ._ 4 ax4 2-8-0 2-6-0 LOADING(psf) TCLL 35 5 SPACING 2-0-0 CSI DEFL in (lot) I/tleg L/tl PLATES GRIP . IROOf Snow=-35.5) Plates Invease 1.15 TC 0.35 Vert(LL) -0.00 2-0 >999 240 MT20 19]/144 TCDL 7 0 Lumber Incceaae 1.15 BC 0.05 Vert(TL) -0.00 2i >999 180 . BCLL 0 0 Rep SVess Ina VES VvH 0.00 HarzITL) 000 4 n/a n/a . BCDL 10.0 Catle IBC2000/AN5195 ISimpligetl) Weighf. 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SVP Na.2 TOP CHORD Sheafhetl or2-8-0ac putlins, except entl verticals. BOT CHORD 2 X d SYP No.2 BOT CHORD Rigid ceiling tlirectly applietl or 10.0-0 oc Dradng. WEBS 2 X 3 SPF Stutl REACTIONS (Iblsize) 4=12]IMechanical, 2=28]/0-3d Max Horz2=9](LC 61 Max UpIMd=-]5(LC 5), 2=-218(LC 51 Max Grav4=184(LC 2), 2=402(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0119, 2J=47/0, 3-4=-160/8] BOT CHORD 2d=-18/21 NOTES (9-10) 1) 4MnB. ASCE ]-98; 120mph; h=258; TCDL=4.2pst BCDL=S.OpsY, Category II', Ezp C, endaseq MWFRS gable entl zone; canglever left entl right exposetl; entl vergral left entl right ezposeq Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) TCLL: ASCE ]-98; Pf---35.5 psf (flat root snow); Exp C; Fully Exp. ' 3) Unbalance0 snow tootle have been consitleretl for this tlesign. 4) This Wss has Dean tlesignetl for greeter of min roof live Igatl of 20.0 psf or 1.00 times gat mot loatl of 35 5 psi on oveM angs ngncgncmrent v4M other live loess. 5) This trues hea bean oeaignetl fora 10.0 psf bottom choM Irve loan nonwncurtent with any omer live logos. 6) Refer to giNer(s) for truss to Vuss mnnec5ans. ]) Provioe merhaniral mnnectian (by otDera) of Voss to beefing plate rapeble o/v4thstentling ]51b uplift atloiM 4. 8) Ona RT16A USP connectors recommentletl to conned tmas to bearing walls tlue to uplift al It(s) 2. 9) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN>»>PLEASE VERIFY ALL INFORMATION. 10)ACCEPTED BY: GATE LOAD CASE(S) Stentlertl ~~~~ Job Truss Tiusa Type Dry Ply REEVE ADDITION 80701883 T11 JACK 2 1 Job RMerence o oriel P.D.J. COMPONENTS INC.. CHESTER,N,Y., Taft Ketchum 7.OOOa Mey 292007MiTeklntlusldes, Inc. TUe ep 0114:17:302007 Pagel ' -2-1-7 2-8-7 I 2-1-7 2-&7 3 arlk'J4:7. 2.83 12 2 T1 81 I 4 ~ Jx1= ttl II 2-R-7 2-8-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in ( loc) I/dell L/d PIATES GRIP TCLL 35.5 Plates Increase 1.15 TC 0.45 Verl(LL) -0.00 2-0 >999 240 Mr20 197/144 (Roof Snow=35.5) Lumber lnvease 1.15 BC 0.05 Ved(TL) -0.W 2d >999 180 TCDL 7.0 Rep SVass Inv VES WB 0.00 Ho2QL) 0.00 4 rile n/a BCLL 0.0 Code IBC2000/AN5195 (Simpliftetl) Weight: 121b BCDL 10.0 _ LUMBER BRACING TOP CHORD 2 X 4 SVP Nc.2 TOP CHORD S heathed or 2-0-] oc pudins, except entl verticals. BOT CHORD 2 X 4 SVP Nc.2 BOT CHORD Ri gid ceiling tlireclly applied or 10-0-0 oc beaang. WEBS 2X3SPF Stud REACTIONS (Iblsize) 4=126IMechanical, 2=323/0-0-15 Max Horz2=74(LC 4) Max Uplift4=-72(LC 3~, 2=203(LC 3) FORCES (Ib)-Maximum COmpreasionlMaximum Tension TOP CHORD 1-2=0/12, 2-3=-34/0, 3-0=-102/83 BOT CHORD 2d=-12118 NOTES (9-9) 1)WnB. ASCE 7-98; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsl: Category II; Exp C; entloseq MWFRS gable entl zone; cantilever left and right exposed ;entl vertical left entl right expasaB, Lumber DOL=1.33 plate grip DOL=1.33 Plate meUl OOL=1.33. 2) TCLL ASCE 7-98; Pf=35.5 psf (flat roof snow)', Exp C; Fully Exp. 3) This tmss has been tlesignetl for greeter of min roof live load M 20.0 psf or 1.OO limes flat root load of 35.5 psF on overhan gs nonconwrtent with other live loetls. 4) This truss has been tlesigned fore 10.0 psf Coltom rnortl live load nonconwrtent with any oMar live loetls. 5) Relertc girder(s) fa Wss to Wss connections. 6) Provide mechanical connection (by omers) M buss to bearing plate capable of withstanding 721b uplift atjcint 4. 7) One RT1 BA USP cannedore rewmmended to connect Wss to bearing walla due to uplift eljt(s) 2. 8) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 9) ACCEPTED BY: DATE: LOAD CASE(S) Stantlartl 3~-5~~ Job Tmss Truss Type - Oly Ply REEVE ADDITION 80]01883 T12 JACK 2 1 Job Reference o -onal P.D.J. COMPONENTS INC., CHESTER, N.Y., Taft Ketchum 7.000 s May 292007 MNek Intlustfiea, Ina Tue Sep 0414:1]:31 200] Page 1 3 1x311 n-s-o z-o-o I 3-s-o z-o-o sae=t e. 400 12 Wt 2 T1 t 01 0 2-0-0 2-D-0 LOAOING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/tlefl L/tl PLATES GRIP TCLL 35.5 Pleles Increase 1.15 TC 0.20 Verl(LL) -0.00 2 >999 240 MT20 19]/144 (Roof Snow=35.5) Lumber Increase 1.15 BC 0.02 Veft(TLl -0.00 2 >999 180 TCDL ].0 Rep Stress Ina VES WH 0.00 Horz(TL) 0.00 4 nla n/a BCLL 0.0 Cotle IBC2000/AN3195 (Simpli0etl) Weighf. 9lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 %4 SVP No.2 TOP CHORD Shealhetl or 2-0-0 oc putlins, except entl verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigi0 ceiling Directly epplietl or 1080 oc bradng. WEBS 2%33PF Slutl REACTIONS (Iblsiza) 4=98IMechanical, 2=228/0-3A Max Horz2=l9(LC 4) Max Uplifl4=-59(LC 3~, 2=-191(LC 3l FORCES (Ib)-Maximum CampressionlMaximum Tension TOP CHORD 1-2=0112, 2-0=-3]I0, 3i=]9/66 BOT CHORD 2d=-13118 NOTES (8-9) 1) Win1 ASCE ]-98', 120mph; h=25f[ TCDL=4.2psY, BCDL=S.Opap Category I1; Exp C; endoseq MWFRS gable entl zone; wn5lever left en0 ngM exposed ;entl vertical left entl right exposeq Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1 33. 2) TCLL: ASCE 7-90; PY--35.5 psf (Dal roof snawl; Exp C; Fully Exp. 3) This W ss has been tlesignetl for greater M min tool live load of 20.0 psf or 1.00 times flat roof Icatl of 35.5 psf on overhangs non<onwment with other live loatls. 4) This tense has bean tle&gnatl far a 10.0 psf bottom chord live load nonconcurtent with any other live loatls. 5) Refer to giNerls) for Truss to miss connections. 8) ProWtle mechanical connection (by omers) of truss to bearing plate capable of wilhstantling 591b uplift al Joint 4. ]) One RTi6A USP connectara recommentletl 1o mooed Truss to bearing walls tlua to uplift el Ills) 2. 6) THIS CONFIRMS SPECIFICATIONS ARE ALCURATE AS SHOWN»»PLEASE VERIFV ALL INFORMATION. 9) ACCEPTED BY: DATE: LOAD CASEIS) Stentlartl ~~.~~ Job Tlvsa Tmss Type Oly Ply REEVE ADDITION 86]01883 T15 HIP 1 1 Job Rekrence (oPtionep Y.U.J. GUMYUN[N I S ING, UHt51 tH , N.T., Ian KBIQIUm /. W V B May LN LVV! MI I Bx InOUames, In4 I UB iep W 11:1 /:JL LVV / Yage 1 j F 1-8-0 5-2-3 10-1-0 14-1-0 18-1-0 22-i-0 28-11-13 32-2-0 33-5-0~ 'I i-B-O 5-2-3 4-10-13 4-0-0 4-0-0 4-0-0 4-10.13 5-2-3 1-0-0 wale. caml»r. 4xa = 4 dl ax4= 4a= a 7 axe = 5 5-2-3 10-1-0 I 1&1-0 5-2-3 4-10-13 6-0.0 22-1-0 6-0-0 26-11-13 ~ 32-2-( 4-10-13 5-2-3 LOADING (ps0 gppCING 2-0-0 CSI OEFL in (toy Iltlefl L/tl PLATES GRIP Plates lnaease 1.15 TC 0.88 VeR(LL) -0.43 14 >886 240 MT20 2441190 (ROM Snow=-35.5) Lumber Increase 1.15 BC 0.88 VeC(TL) -0.80 1 2-14 >840 180 TCDL ].0 Rep Stress Ina YES VvB 0.5] Hgrz(TL) 0.16 9 n/a n/a B^^L x0.0 Cotla IBC2000/ANSI95 ISimpliflaC) Weigh[ 1851E LUMBER TOP CHORD 2 %4SVP No.1 'Except' T22 %4SVP Nat BOT CHORD 2 X 4 SYP No.1 WEBS 2%4SVP NO.3 WEDGE Left: 2 X 8 SVP No.2, Right 2 X 6 SVP No.2 REACTIONS (Ib/sizel 2=1813M3-14 (input 0-3-BJ, 9=1813/0-3-14 (input 0.3A) Max Horz2=135(LC ]) Max Uplift2=-0003(LC 5~, 9=-1003(LC 8) Mex Grev2=2462(LC 2), 9=2462(LC 3) BRACING TOP CHORD SheatheC Or 2-1-9 oc pudins, except 2-0-0 oc pudins (2-3-] max.l: 4-]. BOT CHORD Rigid ceiling Ciractly applie0 or 4-8-4 oc bratlng. FORGES (Ib)-Maximum COmpressionlMaximum Tension TOP CHORD 1-2=0/19, 2-3=-5193/19139, 34=-435111]42, 4-5=-4159/1]23, 5.6=-1521/1889, 67=4158/1723, 7-8=-1351/1742, 8-9=519311869, 9-10=0119 BOT CHORD 2-1]=-1839/4846, 18-1]=-1839/4846, 15-16=1]3614591, 1 4-1 5=1 7 3614 5 91, 13-14=1690/4591, 12-13=-1890/4591, it-12=-1736/4846, 9-11=-1]3614848 WEBS 3-1 ]=01202,3-16=773/381,4-18=-17]/8]5,5.18=11291401,5-14=-143/2]],6-14=-14312]7,8-12=-1129/401,]-12=-2]]/6]5,8-12=-]]3/381,8-11=0202 NOTES (10-11) 1) IMnG ASCE )-9a; 120mph h=25fl; TCDL=4.2pM; BCDL=S.OpM; Category II; Exp C; endoseB, MWFRS gable end zone; cantilever left and right exposetl ;entl vertical left entl right exposaC; Lumber DOL=1.33 plate grip OOL=1.33 Plate metal DOL=1.33. 2) TCLL: ASCE 7-98; PF--35.5 psf (flat roM slrow); Exp C; FuIIY Exp. 3) Unbalancetl snow Icatla have been wnsitleretl lot This tlesign. d) This truss has been Cesignetl for greater of min roof live IoaC M 20.0 pM ar 1.00 5mes flat roM IoaC of 35.5 psf w overhangs noncpnwrrent wiN other live loetls. 5) Provide eCequate tlroinage to prevent water pestling. 6) This N1ss Iles been Cesignetl fora 10.0 pM boflom rhorC live IaaC nonwnwrrent with any other live loetls. ]) WARNING: Reguire0 beadn9 size atJdngs) 2, 9 greater Nan input beadn9 size. 8) Two RT]A USP connedore rewmmentleC tc connect truss to bearing walls Cue to uplift at jt(s) 2 antl 9. 9) Deaign assumes dz2 (flat orientation) putlina al oc apadng intlirateC, fasteneC tp truss TC w/ 2-1Otl nails. 10) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 111 ACCEPTED BV: DATE: LOAD CASE(S) StantlarU tx] II axe= 5rG Wa= 3r4= 3x8= 1x311 Sxe WB= /~ Job Truss Truss Typa Oly Ply REEVE ADDITION 80701853 Tt6 HIP 1 1 Job Reference (optionap P.D.J. COMPONENTS INC., CHESTER , N.V., Tafl Ketdlom 7.000 s May 292001 MiTek Intlmtries, Inc Tue $ep 041d:11:33 2007 Pepe 1 4-2-3 8-1-0 ~ 13-5-9 18-8-7 24-1-0 27-11-13 -1-6-0 32-2-0 133-B-0 ~ ' 1-6-0 4-2-3 3-10-13 5-4-9 5-2-13 5-4-9 3-10-13 4-2-3 1L-0 scale= rsa. Camber=3116 i 4x12 = 1x9 II 9xa = 46 = 4.00 12 4 8 T P~Sq Isxl rsZi 1521 5Zi ~ _.._ _ - Jx1 3x4 a 3 Wt W1 9 W 2 9 t 10" ~ fix14o 19 11 tfi 15 14 13 12 11 6xa= ' 1xJ 11 3K= Sxe Yl9= 1x12 MT1aM WB= 1x311 3xa= 1x311 3x10 = 4-2-3 8-1-0 13-5-9 18-8-7 24-1-0 27-11-13 32-2-0 4-2-3 3-10-13 5d-9 5-2-13 5-4-9 3-10.13 4-2-3 Plate ORsats X,V: 2:0.0.12,0-2-0, d'.0-8-4,0.2-0, 9:0-0-30.1-1 LOADING (psf) SPACING 2-0-0 CSI OEFL in (lod I/tleR Lltl PLATES GRIP TOLL 35.5 (Roof Snaw=-35.5) Plates lnvease 1.15 TC 0.99 Vetl(LL) -0.55 15 >]00 240 MT20 2441190 TCDL 1 0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.1413-15 >519 180 MT18H 2441190 . BCLL 0.0 Rep Sbess Inv YES WH 0.68 Horz(TLl 0.20 9 n/e rile _BCDL 10.0 Cotle IBC2000IANSI95 _ (Simplifietl) __ Weight: 1621b LUMBER BRACING TOP CHORD 2 X 4 SVP No.2'Excepf TOP CHORD SheaNetl or 2-2-2 oc putlins, except T2 2 X 4 SVP 2400E 2.0E 2-0-0 oc putlins (2-1-10 maz.)' d-0. BOT CHORD 2 X 4 SYP DSS'ExwpP BOT CHORD Rigitl ceiling Directly applietl or4-B-9 ac bredng. B12X4 SVP NO.1 WEBS 1ROw at mitlpl 6-12 WEBS 2X45VP NO.3 WEDGE Lefl: 2 X 6 SVP No.2, Right: 2 X 3 SPF $tatl REACTIONS (Ib/si2a) 2=1 81 310 31 5 (input: 03-e1, 9=1813/0.3-15 (inpuC 0-3A) Max Horz2=114(LC 1) Mex Uplifl2=-1011(LC 51, 9=-1011(LC 6) Max Grev2=2529(LC 2), 9=2529(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-54312031, 3>=-0901/1903, 4-5=-59382352, 56=-59382352, 6-1=1i01I1868,1-8=-0901/1903, 8-9=-54362031, 9-10=0/19 BOT CHORD 2-18=-1885/5055, 11-18=-1885/5055, 16-11=1898/4888, 15.18=189f1/4888, 14-15=2146/5938, 13-14=-2146/5938, 12-13=-214615938, i t-1 2=-119 815 0 5 5, 9- 11=-1198/5055 WEBS 3-18=0/162, 3-11=131266, 4-17=-51 2 52, 4-15=E76/1937, 5-15=E981341, fi-15=-241241, 6-13=0209, 6-12=-189]/662, ]-1 2=3 0119 5Q 8-1 2=131 2 6 6, 8-11 =0/182 NOTES (11-121 1) Wing ASCE 1-98; 120mph; h=25ft; TCDL=d.2psf, BCDL=5.Opsf: Category II; Exp C; endaseq MWFRS gable end zone-, cantilever left entl right exposetl; entl vertical tart and right exppseQ Lumber DOL=f.33 plate grip DOL=1 33 Plate metal DOL=1.33. 2) TCLL: ABCE 1-98; Pf=35.5 psf (flat root snow); E>~ C; Fully Exp. 3) Unbalanced snow loetls have been mnsitleretl for this tlesign. 4) This W ss has been tlesigne0 for greater of min roof live loetl of 20.0 ps/ or 1 00 times flat roo/ loetl 0135.5 ps/ on overhangs nonoancurtent wiN oNer live loetls. 5) Provitle atlequate tlreinage to prevent water pontling. 6) Thia truss lees been tlesigrretl tv a 10.0 psf bottom dlartl live loatl nonconartenl with any other live loetls. ])All plates are MT20 plates unless otherwise intlicatetl. 8) WARNING: Requiretl bearing size a<joiM(s12, 9 greater than input bearing size. 9) Two RT1A USP connadan remmmentletl 1o connect W sa to Deering wells due to uplift et JI(s) 2 entl 9. f 0) Design aswmes 4x2 (flat orientation) putlins at oc sparing intllwte0, faslenetl to W ss TC w/ 2-1 W nails. 11) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 12)ACCEPTED BV: DATE'. LOAD CASE(S) Stantlard ~S~`I ~~ Job Troas Truss Typa Oly Fly ~~~ REEVE ADDITION BO]01083 T1] HIP 1 i Job Rekrence o ionel P.D.J. COMPONENTS INC., CHESTER , N Y., Taft Ketchum ] 000 s May 29 200] MTek InOuetnea, Inc Tue gap 04 1d:1]:35 200] Pepe 1 -i-B-O 3-2-3 8-1-0 ~ 11-1-14 ~ 18-1-0 21-0-2 ~ 26-1-0 28-11-13 32-2-0 33-8-0 X 1.8-0 3-2-3 2-10-13 5-0-14 4-11-2 4-11-2 5-0-14 2-10-13 3-2-3 1-6-0 Scale= 1:Sfi. Camber= 1/d i 3x19 = 5x0 - 3x10 = 2x0 II dx8 = 9xa = 4.00 12 d 5 fi ] 9 9 zxa , 2x4 , 3 f9 2 tt 12 1 ~ _ ,y I d 5x8= 19 19 1] 16 15 14 13 Sxa= 3x10= tv311 ]v12 MT1BH WH= 1rJ II 3x19= ]xa = ]x12 MT1aH WH= ~'. fi-1-0 11-1-14 16-1-0 21-0-2 26-1-0 32-2-0 6-i-0 5-0-14 4-11-2 4-11-2 5-0-14 8-1-0 PIak ORSels X,V'. 2:0-0-3,0-1-7, 4:0.4-0,0.26, 9:0-0-0,0-26, 11;D-0-3,0-1-] LOADING (Asp TCLL 35.5 gppCING 2-0-0 CSI DEFL in Qoc1 I/tlefl Lltl PLATES GRIP (Roof Snow-35.5) Plates lnuease 1.15 TC 0.91 Veri(LL) -0.84 78 >457 240 MT20 246/190 TCOL 7 0 Lumber lnueese 1.15 BC 0.85 Vart(TL) -1.10 16 >349 100 MT10H 244/190 . BCLL 0.0 Rep Stres6lna VEg WB 078 HorzQL) 0.25 11 rile rile BCDL 10.0 Cade IBC2000/AN5195 (SimplRetl) Weight 1]21b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2'Excepl' TOP CHORD SheeMetl or2-5-0 oc putlins, except T2 2 X 8 SVP No.2, T3 2 X 6 SVP N9.2 2-0-0 oc putlins (2-2-1 max.)'. 4-9. BOT CHORD 2 X 4 SYP OSS BOT CHORD RigiO ceiling tlireNy applietl or4-0-15 oc bradng. WEBS 2 X 4 SYP No.3 WEBS 1 Raw at mitlpt 5-19, 8-13 WEDGE Lefl: 2 % 3 SPF Stuq Right 2 % 3 SPF Stutl REACT10Ng (Ib/size) 2=1013/OJ-1 (input 0-36), H=1 81 310. 4-1 (input: 0.36) Max Horz2=92(LC 71 Max Up1i112=-1029(LC 5), 11=-10291LC 8) Mex Grav2=2580(LC 2), 11=25001LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=W1B, 2-3=-54212WQ 3~4=-5.128/2055, 45--5242201], 56=6402/3245, 6-7=6482/324Q ]-8=0482/3248, 8-9=-52422018, 9-10=-542612055, 10-11421/20]6, 11-12=0/19 BOT CHORD 2-19=-1907/4891, 18-19=20Q8]]4, 17-10=-284]!1]]4, 151]=-284]!]]]4, 1518=-27798774, 14-15=-27798]]4, 13-14=-2]]9!]7]4, 11-13=-183]/4991 WEBg 3-19=-54/5]9, 4-19=-3]5/1150, 519=-3080/1109, 510=0/197, 5-16=-3]9/1099, fi-18=652/323, 8-18=-3]9/1099, g-14=0/197, 8-13=-3080/1109, 9-13=-375/1158,10-13=-541579 NOTEg 111-121 1) N4n8. ASCE ]-90; 120mp0; h=25fl; TCDL=4.2pat BCDL=5.Opsf Cekgory II; Exp C: endoseq MWFRS gable entl zone; wnfilever left entl RgM exposetl: entl vertical left and right exp9setl; Lumber OOL=1.33 plate grip OOL=1 ]3 Plate metal DOL=1.33. i) TCLL ASCE ]-90; Pf=35.5 psf (flat roof snow); Exp C; Fully Exp. 3) Unbalancetl snow loetls have Deen cpnsi4ere0 for this Design. 4) Thia Wsa hea been tleaignetl for greeter of min roof live l0atl of 20.0 psf or 1.00 times flat roof loatl of 35.5 psf on overtianga nonconwment v8th omer Ilva 08tl6. 5) Provide atlequate tlrainage to prevent water pontling. e) TDis Dusa bas Deen tleaignetl fore 10.0 paf Dotlom chortl live loatl nonwnwnent wiN any other live IOdtls. ]) All pletea are MT20 plalea unless othemise intlicatetl. 8) WARNING: Requiretl bearing size aljoint(s) 2, ii greakrthan input bearing size. 9) Two RT]A USP connectors recommentletl to connect Wss to bearing walls Due tc uplift at jt(s) 2 and 11. i0) Design aswmes 4x2 (fle<orientation) putlins e1 oc spedng intliceteq festenetl to W ss TC w12-10tl nails. 11) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 12)ACCEPTED BV: GATE: LOAD CASE(S) SkntleN _ __ __ _ 3~~q~ Job Tmse Truss Type Oty ~ Ply REEVE ADDITION BW01963 T18 HIP 1 1 Job Rbferenca o 'anal __ P.D.J. COMPONENTS INC., CHESTER , N.Y., Taft KetMUm 7.000 a Mey 29 2007 MiTek Industries, Inc Tue Sep 0114:17'.40 200] Page 1 -1-0-0 4-1-0 8-11-10 13-8-9 18-5-7 23-2-6 ~ 28-1-0 ~ 32-2-0 X33-8-0 I 1-8-0 4-1-0 4-10-10 4-8-14 4-8-14 4-8-14 4-10-10 4-1-0 i-8-0 Bwk = 1:55. Camber=]1161 ]x12 MT10H= 4.00 12 2x1 II 4x8. 2r4 II 5x0 = ]x12 MT18H- 0x8 = 3 0 5 6 i 0 9 T4-- __ _ e f0 tt ~t ~ 61 s ~~ l I/ ~ \I ~ ' dr12= 19 10 1] 16 15 14 13 12 4x13- 2x611 ]x12 MT10H= ]xt].5 MT16 WB= ]r1].SMTI8 WB=4x12= 2x411 ]x12 MT1aH= 2x4 II 4-1-0 8-11-10 13-8-9 18-5-7 23-2-e 28-1-0 32-2-0 4-1-0 4-10.10 4-8-14 4-8-14 4-8-14 4-10.10 4-1-0 Plata ORSels %V: 3'.0-7-0,0-36, 12:0-3-8,0-3-e LOADING(psf) gpgCING 2-0-0 CSI OEFL in (loci I/tleB Lld PLATES GRIP TCLL 35.5 Plalas Incease 1.15 TC 0.98 Verl(LL) -1.37 18 >280 240 MT20 244/190 (Roof Snaw=-35.5) Lumber Increase 1.15 BC 0.95 Vart(TL) -1.77 18 >216 180 MTiBH 2441190 TCOL 7.0 Rep SVess Inu YES W73 0.88 Ho2QLl 0.23 10 n/e n/e MTtB 1711147 BCLL 0.0 Code IBC2000/ANSI95 (Simpli0etl) WeighC 2021E BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SVP No.2'Except' TOP CHORD SheaNed or 2-10.14 a Wdins, except T2 2 % 8 SVP DSS, T3 2 X fi SYP DSS 2-0-0 oc pudins (2-0-5 max.): 3-9. BOT CHORD 2 X 8 SVP 058 BOT CHORD Rigid ceiling Directly epplietl or 3-11-9 oc bracing. WEBS 2 %4 $VP No.3'ExcepP WEBS 1 Row at midpt 8-12 W12X4SVP NO.1,W12%45VP NO.1, W12X4 SYP NO.1, W12X 45YP NO.t W12X4 SVP NO.1 REACTIONS (Ib/aizel 2=1813/04-2 (input. 0-36), 10=1813/0-4-2 (input: 0-3A) Max Morz2=79(LC T) Mex Uplifp=-1037(LC 5), 10=10371LC 6) Mex Grav2=2617(LC 2), 10=26171LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-023012292, 31=-10824/4032, 4-5=10824/4032, 56=-13159/4999, 6-0=-13159/4899, 76=-13159/4899, &9=60492269, 9-10=625512301, 10-11=0130 BOT CHORD 2-19=-2120/5888, 18-19=-211fi/5875, 17-18=4909113159, 1&17=d9W113159, 1516=1009/13159, 14-15=1809113159, 1314=-3879/10824, 12-13=-3979110824, 10-12=-2067/5892 WEBS 8-19=0/177,3-19=-1947/5358,4-1 B=6371318,5-19=-2639/950,5-16=01190,5-14=-101/101,&14=62]1311,8-14=-95012639,8-13=0/190,8-12=-5185/1884,9-12=195/15]3 NOTES (11-12) 1) Wintl: ASCE ]-99; 120mph; h=258; TCDL=42paq BCDL=S.Opst, Category II; Ezp C; entlosetl; MWFRS gable entl zone; cantilever left entl right exposetl; entl vertical lafl entl right exposed; Lumber DOL=1.33 plate grip OOL=t 33 Plate metal DOL=1.33. 2) TCLL ASCE 7-98; Pf=35.5 psf (Bel roof snow); Exp G Fully Exp.; L= 6060 3) UnOalencetl snow loatls have been conaitlered for this design. 4) This Wss has been designetl for greater of min roof gve loetl of 20.0 psf ar 1.00 times flat root load of 35.5 psf on overhangs nonconament with oNer live loatls. 5) Provitle atlequete drainage to prevent water pontling. fi) This Voss has been tleagned far a 10.0 psf bottom Mad live loatl nonconcarrent with any other live loatls. 7) All plates are MT20 plates unless otherwise indicatetl. 9) WARNING: Required bearing size et joinrysj 2, 10 greater than input beetlng size. 9) Two RT7A USP mnneMrs recommen0etl to wooed buss to bearing walls tlue to upllM1 et jrys) 2 entl f 0. 10) Design assumes 4x2 (flat arienladon) pudins al ac sparing in0iceted, fastened lc Voss TC w/ 2-1 W nails. 11) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 121ACCEPTEO BY: DATE'. LOAD CASE(S) StandeN ~~~ ~a- Job Truss Truss Type Oty Pry REEVE ADDITION 80701883 T79 HIP 1 3 Job Reference o ianal P.D.J. COMPONENTS INC.. CHESTER , N.Y., Tefl KetrJium ].000 s May 29 20W MiTek Intlusbias, Ir¢. Tue Sep Od td:1]:12 2007 Papa 1 -1-6-O 2-1-0 6-10-3 11-5-9 18-1-0 20-8-7 253-13 30-1-0 32-2-0 133-3-Oi 1 -B-0 2-1-0 4-9-3 4-7-7 4-7-7 4-7-7 47-7 4-9-3 2-1-0 1-6-0 sole = eye. Camber=9116 6.00 12 5x0 = 1x3 II 6x0 = 1x3 II Offi = 6x8 = 1x3 I I 5xe - 3 d 0 ] 9 10 11 2 j~ d1 t2'~ , 3x8 = 21 22 23 2a N 25 19 28 2) 10 1] 18 20 15 29 30 10 31 32 13 3ffi _ 2H II axe = 2x6 II ]x12 MT10H K9= 2x6 II 8x0 = 2x6 I I Lxa = h12 MT1BH VrH= 2-1-0 6-10-3 11-59 i6-1-0 20-B-7 25-3-13 30-1-0 32-2-0 2-1-0 4-9-3 47-7 4-7-7 47-7 4-7-7 49-3 2-1-0 Plate Offsets X,Y: 3:0-5 6,0-2-0, :0-3-0,EE e, 10:0-5-6,0-2-0 LOAOING(pa0 gpACING 2-0-0 CSI OEFL in (loci I/tle0 LIE PLATES GRIP TCLL 35.5 (Roof Snow=35.5) Pletas lnaease 1.75 TC 0.52 Verl(LL) 1.55 1] >24] 240 MT20 244/190 TCDL 7.0 Lumber lnaease 1.15 BC 0.72 Vert(TL) -1.99 1] >192 130 MT1 BH 244/190 BCLL 0 0 Rep Stress Incr NO WS 0.80 Horz(TL) 0.11 H rile rile . BCDL 10.0 Catle IBC2000/ANSI95 (MeMx) Weighf. 5151b LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD SheeNeE wfi-0-0 w putlins, except BOT CHORD 2 X 6 SVP DSS 2-0-0ac putlins (5<-12 mexJ: &10. WEBS 2 X 4 SVP No.3 BOT CHORD Rigitl ceiling tlireclly applietl or96-0oc bradng. REACTIONS (Ib/size) 2=2498/0-3-3, 11=2498/03-8 I. Max Horz2=54(LC 5) Max Uplifl2=-1640(LC 3), 11=-7642(LC 4) FORCES (Ib1-Maximum COmpreasiw/Maximum Tension TOP CHORD 12=0/31, 23=6853/61]3, 31=-13123/8249, d-5=-13123/9249, 56=-19972/12531, 6-7=-19972/12531, ]-8=19972112531, &9=-1312]/8254, 9-10=13127/8254, 10-11=685]/41]3 , 11-12=0/31 eOT CHORD 2-21=-3]95/814], 21-22=-3892/8310, 22-23=-3892/6310, 20-23=-3892/6310, 20-24=-12046/19290, 24-25=-12046/19290, 19-25=-12046/19290, 1428=12046/19290, 26-2]=-12016/19290, 18-27=-12046/19290, 1]-18=-12046119290, 16-1]=-120fi3/19294, 1&28=-12083/19296, 15-28=-12063/19294, 15-29=-12063119294, 293a=-12063119294, 14-30=-12083119294, 14-31=-3936/8315,31-32=-39388315,13-32=39388315,11-13=3836/6151 WEBS 3-21=-588/940, 3-2(A1345891 d, 4-20=290/261, 5-20=-0265/3939, 5-19=-277/526, 5-A=139893, 6-17=-309251, 8-1]=-02]869, 0-15=-27]/52], &14=6286/3903, &14=-290f141, 10-11=13HI6914, 10-13=-56619/2 NOTES (15-18) 1) 3-ply truss to be wnnedetl together with f Otl (0.131"x3") nails as /ollows: Top cTOrtls wnnedetl as fdlowa: 2 X 4 -1 row al 0-9-0 oc. Bottom diortls wnnedetl as follows 2 X 6 - 2 rows el 0-9-0 oc. Webs wnnedeE as follows. 2 X 4 -1 row at 49-0 oc 2) All loatls are wnsitleretl equally applietl to all plies, except if notetl as front (F)or bark (B) face in the LOAD CASE(S1 section. Ply to pIY wnnediana have been provitletl to tlistributa only loatls notetl as (F) or (B), unless dnerv4se intlicetetl. 3) N9n0. ASCE 7-98; 120mph; h=250; TCDL=4.2pd; BCDL=S.OpsY, Category II; Exp C; entloaetl; MWFRS gable entl zone; ranOlever left and right expasetl; entl vertical left antl right exposeQ Lumber DOL=1.33 plate grip OOL=1.33 Plata metal DOL=1.33. 4) TCLL ASCE 7-93; Pf--35.5 psf (Oat roof snow); Exp C; Fully Exp.; L= 80-0-0 5) This Voss has been tlesignetl for greater of min roof live loatl of 20.0 psf or 1D0 times flat roof loatl of 35.5 pd on overhangs nonrnnwrtent wmn other live ''. loatls. I 6) Provitle atlequale tlreinege to prevent water pontling. ])This truss has been tlasignetl fora 10.0 psf bottom rhortl live loatl nonwncurtent with any other live loatls. 9) All plates are MT20 plates unless otherv4sa intliraletl. 9) MUGT15/PHD2 USP wnnedors rewmmentle0la wooed Was to bearing walls Oue to uplift at jt(s12 antl 11. 10) Design assumes 6x2 (flat orientatlon) putlins et ac sparing intliceteq fastenetl to truss TC w/ 2-1 Otl nails. 11) Use USP HJC28 (Wlth 180 nails into GiNer 810E nails into Trusal ar equivalent spawE at 284)-0 oc max. starting at 2-1-2 from the left entl m 30-1-2 m wooed W ss(es) T20 11 pIY 2 X d SVP), T21 (1 PIY 2 X 4 SYP), T20 (1 pIY 2 X d SYP), T21 (1 ply 2 X 4 SVP) la front face d bottom choN. 121 Use USP JUS26 (Wlth 100 nails into GiNer 810tl nails iMa Truss) or equivalent space) et 26)-(1 oc max. starting at 411 tram the left antl l0 28-11 to wooed Vuss(es) T20 (1 ply 2 X 4 SYP) m front face of bottom d~ortl. 131 Fill all nail holes where hanger is in wntad with lumber. 141 MUGT15 Woof Installa0on'. Minimum 2 ply Mu0 requiretl beneath wss. Atltlitiwel anchorage to wall stud tlesigneE by omers. Install minimum W 6-10tl nails into Wss taw entl minimum 4-1Otl nails into Iha truss top Moisture bamar plate may be requiretl. 15) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 1fi) ACCEPTED BY: GATE: LOAD CASE(S) Stentlartl 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Unirortn Loetls (p10 Veft'. 1-3=35, 3-10=65, 10-12=65, 2-11=20 Conlinuetl On a e2 ~~-~~ 3 LOAD CASE(S) StentlaM Concentratetl Loads pb) Vetl: 21=-i6B~F) 1]=-]6(F~ 13=-1BB(F~ 16=-76(F) 22=-76(F) 23=-]6(F) 2d=-]B~F) 25=-]B~F) 26=]6(F) 2]=d6(F) 26=dfi(F) 29=-]6(F) 36=4fi(F) 31=46~F) 32=]6(F) 3as>~ Job Tresa ~ Truea Type Oty Ply REEVE ADDITION B0701663 720 JACK 15 1 Job Reference (oplioneR . ___ _..._~ __ ___...... _.....____.__. ..._. . __ _ 3' _. ..._ ___. . _v_ ^ 1X! Sole= 1 LOADING (psp SPACING 2-0-0 CSI DEFL in (loc) Iltlefl L/0 PLATES GRIP :_ ~ TCLL 35.5 Plates lnaease 1.15 TG 0.23 Vert(LL) -0.W 2 >999 240 . MT20 197/144 (Root Sno~r--35.5) Lumber Inaeasa 1.15 BC 0.03 Vert(TL) -0.00 2 >999 130 TCDL ~ 0 Rep Stress Incr VES NrR 0.00 Horz(TL) 0.00 4 n/a n/a orni mo Cotle IBC2000IANSI95 (Simpligetl) WaighC 9lb LUMBER BRACING TOPCHORD 2X4 SVP NO.2 TOP CHORD Sheathetl or 2-l-0oc putlins, except entl verticals. BOT CHORD 2 X 4 SVP Nc.2 BOT CHORD Rigitl ceiling tliredly applietl or 10-0-0 oc bradng. WEBS 2%3SPF Stutl REACTIONS (Iblsize) 4=96/Medleniwl, 2=23&0-3-5 Max Horz2=B2(LC 4) Max Uplift4=-58(LC 3), 2=-201(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0112, 2-3=39/0, 3d=-78/67 BOT CHORD 2-0=13/17 NOTES (B-9) 1) Wntl: ASCE 7-98; 120mph; h=25ft; TCDL=4.2psf, BCDL=S.Opst Category II; Ezp C', endoseQ MWFRS gable en0 zone; cantilever left en0 right exposetl ; en0 ver4cel left entl right exposeQ Lumbar OOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) TCLL: ASCE 7-98; Pf=35.5 psf (gat root snow); Ezp q Fully Exp. 3) This truss has been designed for greeter at min root live Icatl of 20.0 pater 1.00 times flat roof loatl of 35.5 psf on avelhangs nonconwment wiN fiber live loatls. 4) Thls Wss has been tlesignetl fora 10.0 pal bottom chartl live loatl nomm~wmant vnth any other live loatls. 5) Rater to glMer(s) for Wss to Ouss connections. fi) Provitla mechanical connection (by others) of Vuss to bearing plate capable of withsianeing 5B Ib uplA atloint 4. 7) One RTiBA USP wnnedom racommentletl to conned Imse to bearing wells due to uplirt et It(s) 2. 8) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 9) ACCEPTED BV: DATE: LOAD LASES) Stantlartl 7-fi-0 2-1-0 Job Truss Truss Type Oty Ply REEVE ADDITION 80]01863 T21 JACK 2 1 Job Reference o anal P.O.J. C MPONENTS INC., CHESTER , N.Y., Taff Ketchum ].000 s Mey 29200] MTek Intlustnes, Inc Tue Sep 0414:17:43200] Pape 1 -2-1-7 ~ 2-9-14 ~ 2-1-7 2-9-14 3 Sc~')I1:7. 2.03 12 2 W1 T1 I B1 3x1= h0 II 2-9-14 2-9-14 LOADING(pst) gpgCING 2-0-0 C51 DEFL in (loc) IltleD L/tl PLATES GRIP TCLL 35.5 (Roof Snow=35.5) plates Increase 1.15 TC 0.45 VertILL) -0.00 2i >999 240 MT20 197/144 TCDL ].0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 2< >999 180 BCLL 0 0 Rep SVess Ina VES WB 0.00 Horz(TL) 0.00 4 n/a n/a . BCDL 10.0 Cotle IBC2000/AN5195 (Simpligetl) Weight: 121b LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathetl or 2-9-14 oc pudins, except entl verticals. BOT CHORD 2 %4 SVP No.2 BOT CHORD Rigitl ceiling tlireNy applietl or 10-0-0 oc bracing. WEBS 2%35PF Stutl REACTIONS (Ib/aizel 4=132IMechamcal, 2=330/0-4-15 Mex Horz2=77~LC 4) Max Uplifl4=-]5(LC 31, 2=287(LC 3) FORGES (ID)-Maximum COmpressionlMaximum Tension TOP CHORD 1-2=0/12, 2-3=-35/0, 3<=107/87 BOT CHORD 2d=-13I1] NOTES (8-9) 1) W1ntl: ASCE ]-90', 120mph; h=25f1 TCDL=4.2pst, BCDL=5.OpsD Category II; Exp C; entloaeq MWFRS gable entl zone; canglevar left entl right expwetl; entl veNral left entl tlgm expoaeq Lumber DOL=1.33 plate grip OOL=1.33 Plata metal DOL=1 33. 2) TCLL. ASCE ]-98; PF--35.5 psf (Dot roof snow); Exp C; Fully Exp. 3) This truss has been tlesignetl for Greater of min roof INe loetl M 20.0 psf or 1.00 Dmes flat root loetl of 35.5 psf on overhangs nanronwnent wiN other live Ioa0s. 4) This buss has been tleaignetl fora 10.0 psf bottom ahoM live loatl nonconwrtenl with any other live loetls. 5) Refer to girtlar(s) for Wss tc buss connecgana. 6) Provitle merharncal connexion (by others) o/buss to bearing plate capable of withstantlinq ]51b uplift atjoint 4. ]) One RT1fiA USP mnnexors remmmentletl to connect truss to besOng walls tlua to uplift at ft(s) 2. 8) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 9) ACCEPTED BV'. DATE'. LOAD CASE(S) Stantlartl Job Tmas ~ Tmss Typa Oly Ply REEVE ADDITION _-- _- - _ 80701853 T22 VALLEY 1 1 Job Reference (optiana0 Y.U.J. IiUMYVIVtIV I J INIi., fill W I Ltt , IV.i., I err r~¢rG1Um i.w~ainai ee ev~~mrien,~~~uvu~va, ,~~~. ~~v ~aY ~~. ~•~~cw~ y 6E-8 6E-8 3rak = 4x4 3 1 6.00 12 1x3 II 1~ II 4 5 ' 3x4% 1x3 II 1x3 II 1x3 II 3xdc LOADING (psf) gppCING 2-0-0 CSI DEFL in (loc) I/tlefl L/tl PLATES GRIP Plates Inwease 1.15 TC 029 Vert(LL) Na - n/a 899 MT20 1971144 (Roof Snow=-35.5) Lumber lnwease 1.15 BC 0.18 Vert(TL) Na - n/a 999 TCDL ].0 Rep Stress Incr VES WH 0.13 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Cotle IBC2000/AN5195 (Matrix) Weight: 401b LUMBER BRACING TOP CHORD 2%45YP NO.3 TOP CHORD Shealhetl wfi-0-0oc putlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigitl ceiling tlireHly applietl ar 10.0-0 oc braunq. OTHERS 2 X 3 SPF Stud REACTIONS (Ib/si2e) 1=138/13-1-0, 5=136/13-1-0, 7=2 0 611 3-1-0, 6=354/131-0, 8=354H 31-0 Max Horz 1=601LC ]) Max Upliftl=dW(LC 5), 5=-07(LC e), T=-51jLC 5), fi=-2171LC 3), 6=-216(LC 7) Maz Grav1=193(LC 2), 5=1931LC 3), 7=206(LC 1), 6=523(LC 3), 3=523(LC 2) FORCES (Ib)-Maximum COmpressionlMaximum Tension TOP CHORD 1-2=72/58, 2-3=]7/89, 3-4=-77/61, 4-5=-72158 BOT CHORD 1-8=0/41, 78-0/41, 8-7=0/41, 58-0/di WEBS 3-7--176/33, 4-0=-028/229, 2-B=i2B230 NOTE9 (]-3) 1) Vv1n1 ASCE 7-98; 120mph; h=25Q TCDL=d.2psY, BCDL=S.Opsf; Category II; Exp C: endosaq MWFRS gable antl zone; can0lever left and tlght exposed ;end veNCal left antl right expaseQ Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) TCLL: ASCE 7-86; Pf---35.5 psf (gat roof snawg Exp C; Fully Exp. 3) Unbalancotl snow loatls have been conaitlere0 tpr this design. 4) Thia tmsa hoc been tlesignetl fore 10.0 psf bottom diortl live loatl nonconcurtent vnth any other live loads. 5) Gable requires continuous bottom chortl bearing. 6) Provitle mechanical connection (by others) M Wss to bearing plate capable of withstanding 601b uplift at jolts 1, e] ID uplttt at joint 5, 51 IE uplm at joint 7, 21710 uplift at joint 6 entl 213 Ib uplift al joint 3. 7) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOMM»»PLEASE VERIFY ALL INFORMATION. 6) ACCEPTED BY: DATE: LOAD CASE(S) Stentlertl Tmas Type - OtY PH VALLEY 1 1 etchum ? I 4-6-8 ~ 4-6-5 4x4 = 1x3 II 3 1x3 II a 3~5~'9a- 4~-8 stele= LOADING(pst) gppCING 2-0-0 CSI OEfL in (lot) I/tleg L/tl PLATES GRIP TCLL 35.5 plates Inoease 1.15 TC 0.22 Vett(LL) Ne - n/a 999 MT20 197/144 (Root Snow=-35.5) Lumber lnaease 1.15 BC 0.13 Vefl(TL) rile - rile 999 TCDL 7.0 Rep Stress lna VES WH 0.11 Horz(TL) 0.00 5 rile rile RCLL 0.0 Gotle IBC2000/AN5195 (MeMx) Weight 271b BCDL 10.0 _ _-_ LUMBER BRACING TOP CHORD 2 X 4 SVP No.3 TOP CHORD Sheathetl or fi-0-0 oc Wtlins. BOT CHORD 2 X 4 SVP No.3 BOT CHORD Rigitl ceiling tlirectly applietl or 6-0-0oc 6raong. OTHERS 2 X 3 SPF Slutl REACTIONS Qb/size) 1=12719-1-0, 5=127/9-1-0, 7=-3085-1-0, fi=410R-1-0, 8=4105-1-0 Max Horz1=39(LC 5) Max Upliflt=-03(LC 3), 5=-66(LC Q, 7=-306(LC 1), 8=-2221LC 6), 6=-224(LC 5) Max Grav1=127(LC 1), 5=1271LC 1), 7=132(LC 4), 6=410(LC 1), 3=d10(LC 1) FORCES (Ib)-Maximum ComprassionlMaximum Tension TOP CHORD 1-2=-27/56, 2-3=-23H1, 3-0=-23/70, 4-5=-27/58 BOT CHORD 1-6=-11/38, 7-3=-11/36, 8-7=-11133, SE=-11/39 WEBS 3-7=-101/121, 4E=-252208, 25-2521210 NOTES (fi-7) 1) lMntl: ASCE 7-96; 120mph; h=25fl; TCDL=42psq BCDL=S.Ops( Category II; Exp C; entlosaq MWFRS gable en0 zone; cantilever left and right exposetl ;end veNCal left antl right exposed; Lumber OOL=1.33 plate grip DOL=1.33 Plata metal DOL=1.33. 2) TCLL: ASCE 7-98; Pf--35.5 psf (flat root anowl; Exp G Fully Exp. 3) This miss has been tlesignetl for a 10.0 psf bottom martl live loetl nomm~curtent with any other live Icatls. 4) Gable requires mn9nuous bottom chortl bearing. 5) Provitle mecttanical connection (by gthersl of truss to bearing plate capable of withstantling 831b uplift at join)1, BS lb uplift at loin( 5, 30616 uplift at jdnt 7, 222 Ib upllfl al join) fi antl 22416 uplift at Joint e. 6) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. ])ACCEPTED BY: DATE: LOAD CASE(S) Stentlartl 3x4 % 1xJ II 1x3 II 1X! II 3e4~ 3 ~ i a-- 2-6-8 2-Cs8 axe z 4.00 1z 1 B1 zrA 5-1-0 3 zx4 ; LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/Dell L/tl PLATES GRIP Plates lnaease 1.15 TC 0.05 VeR(LL) Na - n/a 999 MT20 244/190 (Roof Sno+-35.5) Lumbar Increase 1.15 BC 0.09 Vert(TL) Ne - n/a 999 TCDL ].0 Rep SVess Ino YES VvH 0.00 Horz(TL) 0.00 3 n/a n/a Rr.rn Inn Code IBC2000IANSI95 (Simplifiatl) Weighe. 131b LUMBER BRACING TOP CHORD 2X 45VP Na.3 TOP CHORD Shaethetl ar 5-l-0oc putlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD RIgi0 ceiling tliredly applietl or 10-0-0 oc bradng. REACTIONS (Ib/size) 1=1]315-1-0,3=1]3IS1-0 Max Horz 1=1 S(LC 5) Max UpIMt=-61(LC 31, 3=-81(LC Q FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2211143,23=-221/143 BOT CHORD 1-3=-122/209 NOTES (e-]) 1) lMntl: ASCE ]-96; 120mph; h=25tt; TCDL=4.2pd; BCDL=S.OpsY, Category II; Exp C; endoseq MWFRS gaDla entl zone; canNever left entl Rght exposetl ; entl vaNral left entl Rghl expasaQ Lumber DOL=1 33 plate grip OOL=1.33 Plate meW DOL=1.33. 2) TCLL ASCE ]-98; Pf=-35.5 paf (flat roof anew); 6¢ C; Fully Exp. 3) This truss has been designed fora 10.0 psl bottom d1oM live load nonconwrrenl v4th any other live loads. d) Gable requires continuous bottom cAOrtl beahng. 5) Pmvitle mechanical cbnnedion (by omero) M truss to Dearing plate capable of withstanding 01 Ib uplift et joint 1 entl 81 Ib uplift at joint 3. 6) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. ]) ACCEPTED BV: DATE: LOAD CASE(S) Standard ~s- _~-~7 TOWN OF SdUTHOLD PROPERTY RECORD a{d CARD OWNER _, STREET VILLAGE DIST. SUB. LOT lr1 D NAB D D, R~FV~ ~ w F ~, C ~ r~ --~-~.~~~.~~~~ ,~- FORMER OWNER ~rR T'T, i{+g 7l I S' N ~~ /~90 ~' ~ n' . `Yiw~. ~.1, ~ 7 e9 ~ ~~ p ~ TYPE OF BUILDING S ~ /~ I~ ~ n' ~. _ ~ .,, _ .~ RES. a~ D SEAS. ~VL. FARM COMM. CB. MISC. Mkt. Value yr - - .~- vV LAND IMP. TOTAL DATE REMARKS J ~'O /Jrv7~ ,5"`o d o--tJ 2 3 0 0 .~ 7 o-o d..~ 3~ o a / l ~ ~ i/1 S"r~gO e~' 3 ~ %S ,.:, A.,.~-•~ av 1 / ~/ S~ / ~/7 .~! c°a..~.e,.~ . - l~Y~ya~~ ~-+eG.,~~r _ S ~ s~ c,e ~ , ,r / ~ S L E P' 73 o c a AGE MEW NORMAL BUILDING CONDITION 6ELOW ABOVE sz3 e ~ '~ LZ _,A~s~.t ~_,/~,,,F ,,,iq io i/- "~ FARM Acre Value Per Acre Value I Tillable 7 I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH _ BULKHEAD Total ~ DOCK ____ i i t COLOR ~~ 7 4~ y ~ b TRIM ~ 1 ,< I iP >r V ~ 4 M. Bldg. ~ ~. ~ ~ _ , , ; ~,, r Foundation ~ ,~ Bath ~ Dinette Extension ~l ~ L! - ~ ~ S ~ a b / ~.S°/D _ Basement _ Floors /' ~R K: Extension 7X L - ~ ~ 0 ~ Y Ext. Walls Cv~ - Interior Finish ~,~ ,;,~ LR. Extension Fire Place ~ Heat E"LEG DR. Type Roof Rooms lst Floor BR. Porch Recreation Roo Rooms 2nd Floo FIN. B. Porch Dormer -- Breezeway Driveway Garage Patio ~e r/x,tg .30 zi~i6& '~76 io ~/ O. B. ~ Total ~ aS/ o ~ -T ' ,--~ .. ~`'