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HomeMy WebLinkAboutALL DOCS & CO - 08-00383 - 104 S Hidden Valley Rd - New SFR i ,,EX.,.R, Certificate of Occupancy 0 CI I Y 0 `�, Y 1 ` -i ? � __ �.G City of Rexburg � Department of Community Development America's 1 Community 35 N. 1st E. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Building Permit No: 08 00383 Applicable Edition of Code: International Building Code 2009 Site Address: 104 S Hidden Valley Rd Use and Occupancy: Single Family Residential Type of Construction: Type V, non -rated Design Occupant Load: N/A Sprinkler System Required: No Name and Address of Owner: Madison School District #321 290 N 1st E Rexburg, ID 83440 Contractor: Madison School Dist Special Conditions: Unfinished Basement of 1640 Sq Ft Occupancy: Residential - 2 units or less, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: ` - 2 - \ \ C.O Is by: �i �� Issued - °_- _ /AL Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector: J 'LO Y 9I' l N.3i' i ,I IL) Fire Inspector: p tor: IV1rt Electrical Inspector: zJL P&Z Administrator t\I P 1 • a January 5, 2010 Madison School District 321 Mr. Stephen Meyers 1159 North 3000 West Rexburg, Idaho 83440 RE: Building Permit 08 00383 Dear Stephen; Recently, the City of Rexburg Building Department has undertaken an effort to go through existing permits that have not been completed. The Madison High School Project House at 104 S. Hidden Valley Road has never been issued a Certificate of Occupancy that was permitted on August 6, 2008. As stated in the 2006 International Residential Code, which has been adopted by the City of Rexburg, "every permit issued shall become invalid... if the work authorised by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced': Several attempts that have been made to contact you in regards to completing this project have been unsuccessful. In order to avoid any additional fees, please contact our office within 15 days to renew this permit and complete the required inspections so a Certificate of Occupancy can be issued. Otherwise, the permit will be considered expired and the City of Rexburg Building Department will deem this space "inhabitable ". Any work or inspections on the addition after the 15 days will require a new permit and associated fees. Please contact me if you have any questions. I can be reached at 359.3020 ext. 2341 or at amandasarexburg.org. Sincerely, ..A20(AA1 Amanda Saurey Building Safety Coordinator CC: Dr. Geoffrey M. Thomas Amanda Saurey Building Safety Coordinator 35 N. Is` E. Rexburg, ID 83440 P. 0. Box 280 www.rexburg.org Phone (208) 359.3020 ext.2341 Fax (208) 359.3022 z IIII v 3° m O Z , . z a c. 0 = Ca ti) r* 3 Z N �� ° �. m m . � E. m `; p m m 6 . v c 2 ►- cc ' o0- 3 n O 0 oxv IT' o m X152 y Z Z a 0 I C R f zm --lo D > cp N C7 O • 0 0 .• . o D C -a N 0 O . n c m �Dv� Z � n Q 0 - � 0 •i T .r m a a 3 m O rn .. O V-_+;O A) 0 0 H vma -fDm -- 1 ED o ° . d '"' Z g o F, * y w oo ° 9 K O m o 0 m v O m m GO a * 3 11 9. • o; 0 0 '0 ° o ' c� u, w 111 a cc = = o < 'o 2 0 0co co 0) 70 Eu o o c Z << y S y O CD • C.,' N o CD �• m co S m ..r n - a 5 o m —I co m 3. o v • CO U IU 1111111411 „ aN 0 yMI W D L. T > CO a m ° < Na 0 c> > - - 3 W a co O 3 O (:::) o 0- O 17 o O .+ co W ID 6 ril a m z D o 0* m v z --1 n °' m z %iii = ° m CI %I I i. 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Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit # 08 00383 Permit Type Single Family Residential Project Name 104 S Hidden Valley Rd- School District Site Address 104 S HIDDEN VALLEY RD Parcel # RPRHDVY8020140 Project Description Names Associated with this Project Type Name Contact Phone # License # Exp Date contractor Madison School Dist Stephen Meyers 208 -356 -5074 RCE- 9520 Isormvxm Contractor Meyers Electric Brian Meyers 208- 243 -6701 C -24423 07/01/2009 Contractor Mike Wood Heating & Cooling Mike Wood 208- 390 -6669 2235 10/31/2010 Contractor Torch Plumbing Jeff Hackworth 208 - 200 -3862 C12552 08/31/2009 Fixtures 2 - R -Fuel piping fixture or appliance outlet(s) additional 1 - R -Fuel (gas) piping fixture or appliance outlet 1 - R -Dryer vents additional 2 - R -Bath fan vents additional 1 - R- Decorative gas -fired appliance(s) additional 1 - R- Furnace 1 - R- Exhaust or vent ducts 1 - R- Garbage Disposal 1 - R -Water Softener 3 - R -Water Closet and/or Urinal 1 - R- Clothes Washing Machine 1 - R -Dish Washer 1 - R -Floor Drain 2 R - Water Heater 5 - R -Sink (Lavatory, Kitchen, Mop or Bar Sink) 4 - R -Tub and/or Shower Unit 1 - R- Sprinkler Print Name Date Issued: Signature Date Issued By: 1110 1 .�, Y �, , . SINGLE FAMILY RESIDENTIAL REXBURG City of Rexburg amp„ , >jaFr °gun' °y Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit # 08 00383 Permit Type Single Family Residential Project Name 104 S Hidden Valley Rd- School District Site Address 104 S HIDDEN VALLEY RD Parcel # RPRHDVY8020140 Project Description Fee Information Project Details Residential, one and two family (Any Code mate 1,640 SQFT Project Valuation $215,030.2( Unfinished Basements (all use group) 1,640 SQFT Mechanical Residential Fixtures 155.00 Utility, miscellaneous, private garages (Any Co( 980 SQFT Permit - Electrical 160.00 Building Permit Fee 1,643.35 Plan Check Fee 164.34 Residential Plumbing Permit Fee 190.00 Fire Impact 184.61 Hookup Fee /Sewer 1,000.00 Hookup Fee /Water 1,550.00 Park Impact Fee 604.97 Police Impact Fee 158.11 Street Impact Fee 804.25 Water Meter & Parts 317.00 Total Fees Paid $6,931.63 Print Name Date Issued: Signature Date Issued By: J wow v 13 `_ '! c t T r o 1 Please Comp. the Entire Application! „� . REXBURG if Oy . '_<, �,, finerica's Family Community 08 00383 RESIDENTIAL BUILDING PERMIT APPLIC 104 S Hidden Valley Rd- School District 19 E MAIN, REXBURG, ID 83440 208 - 359 -3020 X326 n77-0140 PARCEL NUMBER:VY ( We will provide this for you) SUBDIVISION: ADD VA- N T# - BLOCK# '2 LOT# le‘b (Addressing is based on the information - must be accurate) Dwelling Units: Parcel Acres: ,-1-----F) i4z-.-r t 5=. OWNER NAME H R l) l 5b N S C✓ 0 L p t S CONTACT PHONE # 3 e) O- 5 g 71- PROPERTY ADDRESS: 1 04 5. 1--( 1 t) D \hA LL PHONE #: Home ( ) Work ( ) Cell ( ) - 3 @) C?- S874- OWNER MAILING ADDRESS: 1 ') 4 1`1 A t, i so h.1, /uITY: R aL5 R STATE: l ►> ZIP: 8,3 EMAIL dV l— { -�=eS <0 P ryy rt...i & . d Z i . IL 1 Z , i J . ii S FAX 35e- - 3 3 4i APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) 1 APPLICANT INFORMATION: ADDRESS CITY: C STATE; ZIP EMAIL FAX I PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: 3 ,ate i 1 el Flea MAILING ADDRESS: CITY STATE ZIP PHONE #: Home ( ) Work ( ) Cell ( ) EMAIL FAX IDAHO REGISTRATIO # Rr FYI) DATE RQ q Z) y How many buildings are located on this roe &I r r r E i. - -u � _ ..._ r_ A_ _____ L. Did you recently purchase this property0 Yes (If yes, list previous owner's name) Is this a lot split? id YES (Please bring copy of new legal description of property) AUG -6 2008 PROPOSED USE: 5 i n (4 4 -474 #4J-1 I e .:; 0�S�C� LV O (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, E c.) Ii_ • I APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of L : i ii, Y�nA i � • his application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or mi • "resentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started t. in 180 days. Permit id • ' • stops for 180 days. /J 6 1 S i) ign e •, Owner /Applicant DATE WARNING - BU i ING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non- refun. • ble and are paid in full at the time of application beginning January 1. 2005 City of Rexburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application ** * *Building Permits are void if your check does not clear** Builftng Safety Departmer F al X B `�� 3 � 7 C ity of Rexburg � � y CITY o r '"`" REXBURG 19 E. Main janellh@rexburg.org Phone: 208.359.3020 �' ... Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 America's Family Community • • Affidavit of Legal Interest State of Idaho County of Madison I, Name Address City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this day of 20 Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: A i B uil ng Safety Departmeno e£xBtRG K� ..1 CITY OF City of Rexburg �^ t ` _ ...... _..__.._.__..__..._,._ ... j, _,�rwo► •REXBURG 19 E Main janellh @rexburg.org Phone: 208.359.3020 x326 '/ America ... Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Communi t} OWNER'S NAME Nil A-1. ; sa1 . C . ,�1.3i—; Permit #08 00383 PROPERTY ADDRESS ( 4- S it , t>n \ 104 S Hidden Valley Rd SUBDIVISION l-i n t) PHASE 7 LOT /'-(- BLOCK t- Madison School District Project Required.!! ELECTRICAL Electrical Contractor's Name Ai..t MCg`V 5 Business Name H E 'L Address 1 go A in 0 e l el t.., Vt-e10 City °`' d State 1 P Zip Cell Phone ( ) 2 li j ` 6 70/ Business Phone ( ) �J�" Fax ( ) Email Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) 1 Number of meters being installed / Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* / Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Existing Residential (# of Branch Circuits) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement /Industry *Includ , a m of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. r ... `[ 2. Signature of Lic nsed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho 4 • P. 1 * * * Memory TX Result Report ( Mar. 3. 2009 9:56AM ) * * 1) 2) Date/Time: Mar. 3. 2009 9:55AM File Page No, Mode Destination Pg(s) Result Not Sent 7811 Memory TX Rocky Mtn Power P. 1 OK Reason for error E . 1 ) H a n g u p or l i n e fail E. 2) Busy E. 3) No answe r E. 4) No facsimile connect ion E. 5) Exceeded max. E-mail s i ze Buil:ang Safety Departmen. e[TT OF City d *• =•ale 111 Rexburg � l s ,,�;. REXBURG 19 E Rexburg-10834C ioowshmrembrg.orp Phone 408.3.992920 226 \.. o•"� . ' ©drp Fax 208359.3024 r1'"'"��M�'Caae.mq OWNER'S NAME NI B-1, lSeasl Se_zyLor‘L Permit #08 00383 SiBDIIVVISIONN DRESS � n 104 S Hidden Valley Rd PHASE 7 Dar BLOCK 2 Madison School District Project Required/II ELECTRICAL Electrical Corritactols Name At 1 ' a tal* Business Name IAigk a{"TL Address Moil) Haerlir I VFW Fa Ciy J 4 ke41-erq State ht. Zip Ce" Phone ( ) ? IF3 ` d 7o/ Business Phone ( ) 5/41 Fax ( ) Email Electrical Estimate (oast of akin & labor) S (COMMERCIAL/MULTI- FAMILY ONLY) TYPES S OF I N S T 1 L L A 7 IO N pww8nfdandelirdudr anvesfngeoerdxd Webb thesesidentid Nrargara mad eawmisdgar eat&gamethee) Number of 'meters being installed Up to 200 amp S.aW,...* • 201 to 400 amp Service* Over 400 amp Service* Temporary Construction Service, 200 amp or less, one location (fox a period not to exceed 1 year) Existing Residential (# of Branch Circuits) Spa, Hot Tnb, Swimming Pool Electric 1Systems Heating and /or Cooling (when put rn ea en norp pia odeaual co:mm 6n permit ModuLr, Manahcrurcd or Mobile Nome Other Installations: Wiring nor specifically coveted by any of the ahoy. Cost of Wiling & lab= $ Fwapi (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amuseme t/Indnstty *1 a 3 inspection.. Addieiondinsperaons charged atmgoeslodivapec4m rate of$ 40pet ho.. 2CPM - 02 - 0q Simanne of Contractor Iacono number Data The CdyRed gi. 7 stheak4iis maser tyrba7ay. I4a6a . Builj Safety Departmen( 410 , OXB1/x0 CITY OF City of Rexburg u ,� RE URG 19 E Main janellh @rexburg.org Phone: 208.359.3020 x326. ' , America's Family Community @� SHfO 5 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OWNER'S NAME M Alb i Soir1 Permit #08 00383 PROPERTY ADDRESS ( 4 - S - ►j i> 104 S Hidden Valley Rd SUBDIVISION 1411> VA-u--L0 PHASE 7 LOT i+ BLOCK t- Madison School District Project ��� TE11 FORARY Required!!! ELECTRICAL Electrical Contractor's Name A4.-t M ( Business Name H (6t Address ISO H. O ell i ,1 L-i U- City $ State "P Zip Cell Phone ( ) Z ¥3 6 70/ Business Phone ( ) Fax ( ) Email Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) 1 Number of meters being installed / Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* J Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Existing Residential (# of Branch Circuits) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections= (of existing wiring) Temporary Amusement /Industry *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. Signature of Licensed Contractor License number Date The City of Rexburg'r permit fee schedule is the same as required by the State of Idaho • • P. 1 • * * * Memory TX Result Report ( Sep, 15. 2008 1:38PM ) * * * 1) 2) Date /Time: Sep. 15. 2008 1:38PM File Page No. Mode Destination Pg(s) Result Not Sent 7028 Memory TX Rocky Mtn Power P. 1 OK Reason for error E. 1) Hang up or line flail E. 2) Busy E. 3) No answer E. 4) No facs imi 1 e connection E.5) E x c e e d e d max. E — m a i l s i z e BuilLing Safefy Department; CITY e CilY OI lle,sbuty ; ,4 % „,,,,,‘ REXBURG 19EMoi, jonatheraftrg.org Phone: 208.159-300 4126 ��' . oar — Reebmg.ID63440 www.entwg•org Fox 208.3592024 L... MmurtAmRYUUUaretry ' OWNER'S NAME l''l ArtriSOP) L•e•v"‘l 771 Permit #08 Q0383 PROPERTY ADDRESS 104 S Hidden Valley Rd • SUBDIVISION ld-t D Dc�F.l PHASE '7 LOT /4- t. - Madison School District Project TEMPORARY Required /II ELECTRICAL - Electoral Contr ctoes Name 1394 An.( t Business Name P o ' ( 12 • Address (fi0/ Mnen,nt tlarat) cit 14bku state GP zip . Cell Phone ( ) 2 --470/ Business Phone ( ) %A!i41§ Fax ( ) Email ELectricai Estimate (cost otwising & laboa+l $ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OFINSTALLATION eNewRe identidincloc es amtythigguoauised within the tesIdendalsmwn:ream ?+vc8adgave at the same rime) 1 Number of meters being installed - - Up to 200 snip Service.* • • 20I to 400 amp Service* • Over 400 amp Service* Temporary Cons)nution Service, 200 amp or less, one location (fora period not to exceed I year) Emosting Reeid (# of Branch Circuits) • Spa, Hot Tub, Suborning Pool FiecIA. Central Systems ya Heating and/or Cooling Omen ampere of aaesrxsideatid cess4rn :dmpemit and no additiamlmirivgl • '• Modula,Mam>futumd or Mobile Home Other lnsta vions: Wiring not specifically covered by any of tbe above Cost of Wiring & Lebo= $ Pumps (Domestic Water, Irrigation, Sewage) Requested laspecaoae`(of existing wiling) • Temporaty Amusement/Industry nisch:des a madmum of3iespecnom. Additional inspections charged at requested inspection rate [If $40 pee hone • Sigaatme of Licensed Cmmcmo License number • Dare The Cig$Naekere peairfrni�ed biree mere armgor,.diytbe Sky& eJldabo Building Safety Department 1 ok �exsuR c ,y 0:.0 CI O F City of Rexburg c'41 -� I ► ° REXBURG ow 19 E. Main janellh @rexburg.org Phone: 208.359.3020 A merica's Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Remodeling Your Building /Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area 16 4 ° Unfinished Basement area /640 Second floor /loft area -- Finished basement area Third floor /loft area Garage area bo Shed or Barn Carport /Deck (30" above grade)Area X1 Water Meter Quantity: * * * * * * * * * * * ** *Water Meter Size: Required!!! PLUMBING t Plumbing Contractor's Name: \GAF 14A CA4,6 b6tt14 Business Name: row-4 FLt9N1 j3 l Ai Address ��",? (0,0Y /7 City 50a eiur" State Zip t�13 q6C Contact Phone: 2 ) - 35s Business Phone: ( ) Email � —°� -�'�� __.__ Fax r "-- ---- _ FIXTURE COUNT (including roughed fixtures) 1 Clothes Washing Machine ` Sprinklers Dishwasher i'N' 3 Tub /Showers / Floor Drain 3 Toilet /Urinal r Garbage Disposal £ g p Water Heater Hot Tub /Spa / Water Softener CI 4 Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ (COMMERCIAL /MULTI - FAMILY ONLY) �� /Z 5 - --//o / g/3).7 c3/dz/ d ? d r e f Licensed ontractor License Number& Expdation Date Date The City of Rexburg s permit fee schedule is the same as required by the State of Idaho 0 0 l Building Safety Department 4 0 XB�RCr CITY o F City of Rexburg �� r 4 REXBT mG f t.Ilt 19 E. Main janellh @rexburg.org Phone: 208.359.3020 �� America's 04? ' •, , ' s Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 ° NAME M a i s dl 54 . 11-496 L. 1) i '1 PROPERTY ADDRSS v 5 . .. ,P rmit# SUBDIVISION MA a i) LL. 6��C PHASE `7 LOT (- t BLOCK Z Required!! MECHANICAL Mechanical Contractor's Name 1 il--+ d Business Name MI (0Aa� 7 ilEg. Address City State Zip Cell Phone ( ) Business Phone ( ) Fax ( ) Email Mechanical Estimate $ (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Furnace 1 Exhaust or Vent Ducts Furnace /Air Conditioner Combo 1 Dryer Vents Heat Pump Range Hood Vents Air Conditioner Cook Stove Vents Evaporative Cooler 2. Bath Fan Vents Unit Heater other similar vents & ducts: Space Heater 1 Decorative gas -fired appliance Incinerator System Boiler Pool Heater V Fuel Gas Pipe Outlets including stubbed in or future outlets WakA t'u i -Reptaefi Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Oil Coal Fire place Electric Hydronic , 4,* / 3 i �• _ d .3 � Si g ature of Licensed Contracto License number Date The Ci of Rexburg's permit fee schedule is the same as required by the State of Idaho • SUBCONTRACTOR LIST Work: (r��5� • Excavation & Earthwork S Concrete: b�= Masonry: Rooting InsulattOn: ,�� Drywall: •-' • Painting: Floor C plumbing: � 11315C) Heating ti � 1 Electrical ` Special Construction Su Supplier) (Manufacturer P Roof Trusses: c5ur � Floor /Ceiling Joists: Siding /Exterior Trim: ''" Other: • • EXEMPTIONS FROM STATE REGISTRAT As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy c registration number or your exemption from the State registration. Please send a copy of you fill out this form showing your exemption and send it with your license renewal or your next (This list is a summarization of Idaho Code Tide 54 Chapter 5205, for full definitions of thes, see the State's website at www.ibol.idaho.gov /cont.htm) ❑ Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors /Journeyman, 12 Engineers /Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing /Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only reg 50 Installation of heating, ventilation and air conditioning systems ❑ Employee or volunteer of a licensed contractor or part of an educational curriculum activity with no wages or salary ❑ Employee of a US Government agency (State, City, County, or other municipality) ❑ Public Utility doing construction, maintenance, or development to its own business ❑ Involved with gas, oil or mineral operations ❑ Supplier doing no installation or fabricating ❑ Contracting a project or projects with a total cost less than $2000 ❑ Operation of a farm or ranch or construction of agriculture buildings exempt from h ❑ Any type of water district operations ❑ Work in rural districts for fire prevention purposes ❑ Owner who performs work on own property or contracts with a registered contractc the property is not for resale within 12 months ❑ Owner or lessee of commercial property performing maintenance, repair, alteration c property ❑ Real estate licensee /property manager acting within Idaho Code ❑ Engaging in the logging industry ❑ Renter working on the property where they live with the property owners approval ❑ Construction of a building used for industrial chemical processing per Idaho Code ❑ Construction of a modular building (defined by Idaho Code) to be moved out of stat I hereby certify that the above information is true and correct to the best of my knowledge. Signature Date Print Name • (,) —��) JaNell Hansen From: Scott Burkhead [sburkhead @ibol.idaho.gov] Sent: Wednesday, April 08, 2009 3:05 PM To: JaNell Hansen Subject: RE: RCE -9520 This license is in fact expired. Our records indicate that the license expired on 02/07/2009. Scott Burkhead Bureau of Occupation/ Licenses (208) 334 -3233 Visit our website at www.ibol.idaho.gov NOTICE: This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this notice is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication or any attachment is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone at (208) 334-3233 or by e-mail reply and then immediately delete this message. From: JaNell Hansen [mailto:janellh @rexburg.org] Sent: Tuesday, April 07, 2009 12:31 PM To: IBOL Utility User Subject: RCE -9520 Stephen Meyers with the Madison School District has told me that he has renewed his general contractor registration but according to your website, it is still expired. Could you update me on the status of his registration and whether or not he has applied for renewal? Thank You, JaNell Hansen Building Safety Coordinator Phone: 208.359.3020 ext 346 Fax: 208.359.3024 1 r • JaNell Hansen OS - b.?�-3 From: Erin Rohman [Erin.Rohman @ibol.idaho.gov] Sent: Monday, May 11, 2009 3:49 PM To: JaNell Hansen Subject: RE: Contractor Registration 1 show that this account is still expired. 1 do not see any activity on the account. Thanks, Erin Anderson Technical Records Specialist I II09 Main St, Ste 220 Boise ID 837oz 2 08 - 334'3233 ext 236 Direct line 2 08- 334'4 From: JaNell Hansen [mailto:janellh @rexburg.org] Sent: Friday, May 08, 2009 9:04 AM To: Erin Rohman Subject: RE: Contractor Registration Erin, Is there way you would know if they have submitted a renewal? I spoke with Brian last week and he said he had just renewed his registration online. Thank You, JaNell Hansen Building Safety Coordinator Phone: 208.359.3020 ext 346 Fax: 208.359.3024 ox Wilk k , ,: CITY `,, ., Arwriais Fan* COMIMMIly From: Erin Rohman [ mailto :Erin.Rohman @ibol.idaho.gov] Sent: Thursday, May 07, 2009 1:57 PM To: JaNell Hansen Subject: RE: Contractor Registration Sorry for my delay in a response to you. I show that the below listed registration number is still expired. Thanks, 1 • Erin Anderson • • Technical Records Specialist I nog Main St, Ste zzo Boise ID 83702 208- 334 ext 236 Direct line 208- 334 From: Sharon Tabb Sent: Wednesday, April 29, 2009 3:51 PM To: Erin Rohman Subject: FW: Contractor Registration . ............. From: JaNell Hansen [mailto:janellh @rexburg.org] Sent: Wednesday, April 29, 2009 3:32 PM To: IBOL Utility User Subject: Contractor Registration Has there been any attempt made by the Steve or Brian Meyers to renew this contractor registration which expired the first part of February? RCE -9520 Meyers Electric Thanks for your help, JaNell Hansen Building Safety Coordinator Phone: 208.359.3020 ext 346 Fax: 208.359.3024 .: r. CITY F by � `md l REX131,MG 2 • • CI Generated by REScheck -Web Software Comp C e rt ifi c at e 08 00383 Project Title: Madison High School Project House 104 S Hidden Valley Rd- School District Report Date: 08/20/08 Energy Code: 2006 IECC Location: Rexburg, Idaho Construction Type: Single Family Conditioned Floor Area: 1640 ft2 Glazing Area Percentage: 11% Heating Degree Days: 8693 Climate Zone: 6 Construction Site: Owner/Agent Designer /Contractor: 104 South Hidden Valley Road Madison School Dist. 321 Stephen Meyers Rexburg, Idaho 83440 290 North 1st East 1159 North 3000 West Rexburg, Idaho 83440 Rexburg, Idaho 83440 208-359-3300 208'390.5874 Compliance: Passes on UA Compliance: 6.9% Better Than Code Maximum UA: 333 Your UA: 310 Gross Cavity Cont. Glazing UA Assembly Area or R -Value R -Value or Door Perimeter U- Factor Ceiling 1: Flat or Scissor Truss 1640 0.0 50.0 31 Wall 1: Wood Frame, 16in. o.c. 1854 21.0 0.0 92 Window 1: Vinyl Frame, 2 Pane w/ Low -E 201 0.340 68 SHGC: 0.05 Door 1: Solid 40 0.250 10 Basement Wall 1: Solid Concrete or Masonry 1854 13.0 0.0 109 Wall height: 9.0' Depth below grade: 7.5' insulation depth: 9.0' . • Furnace 1: Forced Hot Air (Non- Electric)95 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IECC requirements in REScheck -Web and to comply with the mandatory requirements listed in the REScheck inspection Cheddist. Name - Title i gnatture Date .._, r, 1 `'.' T I II 11 i i::,„-'1 _ crn( OF REXB #" —- Project Title: Madison High School Project House Report date: 08/20/08 Data filename: Page 1 of 3 RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Date: ' Building Permit Number: OS --a ,3Q3 Project: S, k.6) 0 1 ()i nT1/‘� c Job Address: icy S }Held ev VA Il e Zoning: 1,,DR Number of Stories: Basement: Yes No / Fin. Unfm. (Partial: sf) (Note unfinished basements as special condition on permit) Floor Area (sf): )42/c1 finished, /690 unfinished, qg'Q garage The following comments based on the 2003 edition of the International Residential Code should be resolved before a building permit is issued. This correction list is not a building permit. The approval of plans and specifications does not permit the violation of any section of the International Residential Code or any federal, state or local regulations. PLAN CHECK A. Plans Scale iLegible Plot Plan 14Flood Plain Floor / Foundation Plan % ion showing construction details All Building Elevations Desi Criteria (shall be identified on plans as Wind - 85 m: .h., Snow 351b. Per sq ft. � ( P p q ) Truss Calculation Sheets & O Floor Joist Details 0 Mechanical Design & Heat Load calc's °Energy Calculations (R320 & Ch 11) B. Zoning (circle one) LDR1 12,000 sf min. (width 80 ft. min) LDR2 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft. min. with C.U.P. RR2 21,780 sf min. (width 150 ft min) Duplex allowed with C.U.P. Other (Verify zoning requirements) I Floor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) R503.2.2 r/Wa11(bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R602.3 Headers in Bearing Wall shall be designed as per Tables 502.5(1 &2) R602.7 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) '-after and Truss tie - downs. (R802.10.5) ttic Access 22" x 30" min. rough opening (R807) H. Exterior Covering VMasonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1 I. Roof Covering and Ventilation 1.- R Ventilation as per R806 L44sphalt Shingles (slope>2 :12) w/ ice protection. (Other type: to comply w/ R905. ) J. FF ewalls ✓Garage/House drywall separation (protect ext. walls & beams supporting habitable space) R309.2 ✓ Door from Garage to House (1 3/8" solid wood or steel door, or 20 min. fire -rated door) R309.1 wel ling Separation (1 hr fire separation) Supporting structure also rated. R317.1 ownhouses (2 hr separation & 4' overburn protection or parapet) R317.2 and within 3 ft of property line w/ NO openings allowed. R302 a ons m previous 3 items to comply with R317.3 K. 9eneral Requirements i/House Numbers R321 /Half Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3 i I nterior and exterior stair illumination shall comply with R303.6. B athroom Fixture clearances co ly with F R307.2 r/One room at least 120 sf.;V Other habitable rooms 70 sf. min w/ a min. dimension of 7 ft. R304 *areas w/ sloped ceilings less than 5 ft in height & furred ceilings less than 7ft DO NOT comply *50% or more of the required area must be at least 7fi high in rooms w/ sloped ceiling .Aug ‚ . ,j 3. , 200r (Sunni t Truss -. v e Vill t 4-- 4 No, 3239 P. 1 f e tO kik.- r i l'A' k,e / /14 c7 i - 1 - t - ?iv 4AA t • c 1 0 - 9 - 9E - - 01 - 0Z . 4 ti ■Il11 ■I ; .j I ■I■ ■I ■■I ■Il�I ■I .......... .. .....__ _ ....., ..� III' ..... _ i I i iiI III t i:i I nsem_im \ co J ch N N N 0 emu. sti ca r ., E` - ._....._... \ cA ®I��ue. 3 W rx 4: 1 :;1- v O 111".N. _......_..... — 611 1 4 S .... -_. N N Q I 9 Z i N I. e- i I 'P' 1iIFi F ■th c%) IlLarmallEITOPF T, . Q _ I 4 o d, ¢ 5 !fin si II , .... _ -c, ,_... z.-).. T.3 5 i I _i147.11■1■NrAlte . ■I ----- _ /_ E \ i . Qo ., 9LNf Hl \ / -_- 9Zvrni o N! l _ �� : - ( ) !-I _um � _ , I_I.�I ®I ® _ I 1 i anil_.. -. ......I..__I5 AMC IC I _.. I 0 -0-E ' ' 0-9-LZ 0 - Z - 9Z ■'OJ M Z ' d 6H E ' °N ssna1 } imwns WdtiS :E 8002 '8 '211y Job Truss Truss Type 1O1y ( 'ly STEVE MEYERS- SPEC08 2788 1 Al COMM 1 Reference (optional) , _ . - .. _......... ......----- _._.._ _.... ...._ _. .... _ ...... -.. Summ T it Truss, St Anthony, 10, Merit Mangum 7,030 s Jan 3 2008 MiTek Industres, Inc. Fn Aug 08 15:22.29 2008 Page 1 3 -11 -7 7 -3 -0 10 -6 -9 I 14 -6 -0 3 -11.7 3.3.9 3-3-9 3-11-7 - Moat :1:25.r •rt II a V. , .. , i �.. .' erne - . W4 s.�WI vu /�7 "•\ \ ` ` ` \ S q 7 d .. .f Ne II mt7= SA II xm - . 3_11 -7 � 8 -1 -8 10 -6 -9 14 -6 -0 3 -11 -7 4.2.1 2-5-1 3 -11 -7 Piste Offsets 0( Y) (1:0- 4- 1.0 -1-8L 15:0 - 3-8,0 -2-31, [7:0. 6- 0,0.4121 LOADING (psi) SPACING 1 -0 -0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 35.0 Plates increase 1.15 TC 0.40 Vert(LL) -0.07 8-7 >999 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.55 Vert(TL) - 0.11 6.7 >999 180 BCLL 0.0 Rep Stress trier NO WB 0.47 Horz(TL) 0.03 5 Na Ns BCDL 8.0 Code IRC2006lrP12002 (Matrix) Weight 163 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 4-5.1 oc pudins. BOT CHORD 2 X 6 DF SS BOT CHORD Rlgtd cening dlrecuy applied or 10.0.0 oc bracing. WEBS 2 X 4 HF Stud 'Except* W2 2 X 8 OF SS REACTIONS (Ib/size) 1 =3085/0. 5-8. 8202/0.5.8 Max Morz 1 =75(LC 4) Max UPIiftl -673(LC 5), 5 =1380(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CI•40R0 1 -2•- 5174/1128. 2 -3•- 515911188, 3- 4•- 6618/1488, 4-5 =- 8401/1888 BOT CHORD 1-8=- 923 /4199, 7 -8 =923/4199, 6 - 7 =1508/6876, 5.6 = - 1508/5876 vvE86 2 88/44, 2 - 7 = 88213.3 - 7= 1445 /6439, 4 =2066/514.4 - ( 574/2434 NOTES 1) 2 - ply IIUSS to 68 connected together with 104 (0- 131-x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 IOW at 0.9-0 cc. . Bottom chords connected as (chows: 2 X 6 - 2 rows at 0-2-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9`0 oc, 2 X 8 - 2 rows at 0-9-0 oc. 2) All loads ore considered equalty applied to all plies, except if noted as front (F) or hack (©) face in the LOAD CASE(S) Section. Ply lo ply connections have been provided to distribute only loads noted as (F) of (0), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; h =25ft; (CDL= 4.8psf; 8CUL= 4.8paf; Category 11; Exp C; enclosed; MWFRS (low-rise) gable end zone: cantilever lett and nght exposed ; end vertical left and right exposed; Lumber DOL =1.33 plats grip DOL =1.33 5) This buss has been designed for a 10.0 psf bottom chord live load nolconcurrenf with any other live toads. 6) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 873 Ib uplift atjoint 1 and 138616 up)iR al joint 5. . 7) This truss Is designed In accordance with the 2006 International Residential Code section R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Girder cameo le-In span(s): 31 -6-0 from 8-1 -8 ro 14-6 -0 9) Mangers) or other connection devIce(s) shall be provided sufficient to support concentrated load(s) 3982 Ib down and 877 lb up at 8-1 -8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular Lumber Increase•1.15, Plate lnrreaee=1.15 Uniform Loads (pll) Vert: 1-3=-13, 3- 5= 43.1 -7=8, 5-7=-760(F=752) Concentrated loads (lb) Vert: 7..3982(F) A 4, 8 'd 6E ' °N - ssnj j liwwnS WdtiS:B 8002 '8 '� Job Tnus ..... _ .. rTruea Type Q ty Ply STEVE MEYERS -SPEC 08 2788 A2 COMMON 4 1 Summit Ttuss, St Anthony, ID, Mark Mangum � " ' "' Job Reference {optional 7 030 s Jan 3 2008 MITek Industries, Inc. Fri Aug 0815:22:30 2008 Page 1 -1 -6-0 , — 7.3-0 8.0.0 1 -6-0 • 7 -3 -0 0 -9 -0 • ZIA II em(r .......... pl ._._ .....— . • r j 5 - - - -- — e - - LOADING (pat) SPACING 2 -0.0 1 OEFL in 00C) ) Udell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TO 0.92 Vert(LL) -0.17 2-5 >548 240 TCDL 8.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.37 2 -5 >249 180 MT20 185/148 BOLL 0 0 Rep Stress Incr YES WB 0.15 Norz(TL) 0.00 6 Na n/a BCDL 8.0 Code )RC2006/rP12002 (Manx) — _..._..... Weight: 37 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing irect BOT CHORD 2 X 4 DF No.1 BOT CHORD RIO calling directly applied or 10.0 o t oe bra 9� e verticals. WEBS 2 X 4 HF Stud REACTIONS (Ib /size) 2= 583/0.5-8, 5.370/Mechanical Max Horz 2= 245(LC 4) I Max Uplift2=- 157(LC 5). 5= -94(LC 5) FORCES (15) - Maximum COntpression/Maxtmum Tension TOP CHORD 1 -2 =0/75, 2 -3a- 227/92, 3-4.-56178, 4- 5= _31148 807 CHORD 2 -5 =64/74 WEBS 3-5 =- 286/154 NOTES 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7 -05; 9ompn: 11=251; TCDL•4.8pst; BCDL.4.8psf; Category II; Exp C: enclosed: MWFRS (low -nae) gable end zone; cantilever left and right exposed ; end vertical ten and right exposed; Lumber DOL =1.33 plate grip OOL =1.33. 3) This truss has been designed for a 10.0 paf bottom chord live load nanconcurrenl with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mecaanical connection (by others) of truss to bearing plate capable of withstanding 15715 uplltt al joint 2 and 9415 uplift at joint 5. 6) This was Is designed In accordance with the 2008 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSI/7P! 1. LOAD CASE(S) Standard • ti d 68 'nth — - ............_ - -- ssnjl }.i�wnS........ 2006 8 2ny Job Tniss .. Truss Type -- — Job �y Pty STEVE MEYERS -SPEC #9 e A COMMON 1 Summit Truss, St Anthony, ID, Mark Mangum -• • Jab Reference (optional) 7.030 s Jan 3 2008 MiTek Industries, Inc Fri Aug 08 152230 2008 Page 1 � - 1- 6"Q ._..� 7 -3 -0 ' 14.8-0 16-0-0 • 1.6.0 7-3-0 7 -3 -0 1 -8 -0 / ,/ N . ! ry . \~\ N `. �•-•, . __.. � .. ti Er.......3 ....... . •��`. 7-3-0 14-6 -0 7 -3 -0 Plate Onsets () .Y): .l2; . LOADING (psf) SPACING 2.0.0 CSI .. TCLL 35.0 Plates Increase 1.15 DEFL in (loc) Udell Lid PLATES P TCDL 6.0 Lumber Increase 1.15 BC 0.36 Vert(LL) - 0.0 4 >999 240 MT20 (85/146 BCLL 0.0 Rep Stress Ina YES Vert(TL) _0.14 ¢6 >999 160 BCDL 8.0 Code IRC2006/fP12002 (Ma 0.10 Horz(TL) 0.01 4 n/a We . (Melnx) LUMBER -- . _ WeighL' S41b GRI T TOP CHORD 2 X 4 OF No.1 BRACING OT CHORD 2 X 4 DF No.1 TOP ChIORD Structural wood sheathing directly applied or 6.0.0 oc punIna. WEBS 2 X 4 MF Stud BOT CHORD Rigid ceiling directly applied or 10-0.0 oe bracing. REACTIONS (lb/size) 2= 872/0-5.6, 4= 872/0 -5 -6 Max Harz 2= 158(LC 4) Max Upli02= _218(LC 5), 4=-218(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/75, 2 -3= 655/154, 3 -4 -- 685/154, 4-5 =0/75 GOT CHORD 2 -8 =- 23/598.48_23/595 WEBS 3.6 -0/295 NOTES 1) Unbalanced roof live loads have been considered for thM design. 2) Wind: ASCE 7-05: 90mph; h=259; TCDL =4.apa /; BCDL.4.6psf; Category 11; Ex') C; encloaed; M WFRS (low.risr.) gable and zone; cantilever len and right exposed : end vertical left and right exposed; Lumber DOL =1.33 piste grip DOL =1,33. 3) TNe Incas has bean designed for a 10,0 psf bottom chord Ilve load nonconcuaent with any other live loads_ 4) Provide mechanical connection (by ether) of truss to bearing plate capable 01 withstanding 219 lb uplift at joint 2 and 216 lb uplift at joint 4. 5) This truss is designed in accordance with the 2008 International Residential Code sections 8502.11.1 and 8802.102 and referenced slandard ANSVfPI 1. LOAD CASE(S) Standard • d 6EZE . °N ssnjl ;inns WdSS :E 8006 '8 'any Job �Truss -- . -. . Truss T ype Dty Ply STEVE MEYERSbPEC #B 2788 AG GABLE _ Job Reference Summit 'Rues, SlAnthony, ID, Man( Mangum -•• ' " "- {optional) 7.030 a Jar( 3 2008 MiTek Inpustnes, Inc, Fil Aug 081 5:22 :31 2008 Page 1 1 .F= 0 1' - 7 -3-0 7-3-0 1 1q_6_p 16.0 "0 ) 1 -6 -0 ' 7-3-0 1.8_0 • .er - rgxa sea \ \, . / ...N` N a�wr / .n \...... :R BM 912 \ N v • ‹. - �� 4 t'C.4.! i i' . L'�; ;;. * •Pi i i 1 :K4Jd:t : *i i 7 V, >i'i: 4 a: i � i , ri:i i i ; �7 a i . i PrSi -a i i ;0 • a ` („;";:* 9 :9 • M1 . .' 1R.a.w,1�.._ �'A�� : �� - i Jiiid �i� i 'i +i".. i��ii:'� *�.'.J.�i ��� O t O D .t a.; �'1i4�.�, • �r dP� +.� * i �,• .\ 1 : %� % •. = as - +2+t.. ew�a�..k f•.$..+...+a.au!�.�i'�..!w • • • : ii:�.w!�� 4 L2iS.!►1_a.. .i :�}�.' .w.Sa '. �'� �i d . +d�+2+ �.. ■ \ • 1 1 4 -6 -0 1 _..__ • 14-6-0 LOADING s ...._ ... .....- (p h SPACING 2 -0-0 CSI DEFL in (hoc) Udell Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.26 Men(LL) -0.01 9 n/r 180 MT20 TCDL 8.0 Lumber Increase 1.15 BC 0.06 Verl(TL) •0.02 9 n/r 80 1851148 BCIL 0.0 Rep Stress Ina NO WB 0,07 Horz(TL) 0.00 8 rda rile 6CDL 8.0 Code IRC2006/TP12002 (Matrix) Weight: 66 ID LUMBER _ TOP CHORD 2 X 4 DF No.1 BRACING GOT CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 cc puffins, OTHERS 2 X 4 HF Stud 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (1D/alze) 2.335/14.6-0, 8=338/14-64, 12= 174/146 -0, 13= 180/14-6 -0, 14=273114,110. 11=100/14.8A 10= 273/146.0 Max Harz 2= 158(LC 4) Max UPIif2= 101(LC 5), 8 - 120(LC 8), 13- -BO(LC 5), 14= _85(LC 5), 11 =78(LC 6), 10 =85(LC 6) Max Grav2= 336(LC 1). 8= 336(LC 1), 12= 174(LC 1). 13m188(LC 9), 14 =2 1). 11= 188(LC 10), 10=273(LC 1) FORCES (ID) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/73, 2 - 3= 122/102, 34 43/98, 4.5= 442/135, 5.6 =- 82/126, 6- 7=- 93/67, 7-8=-122/50.13a-0/73 DOT CHORD 2-14=18/131, 13 - 14 = - 18/131. 12 13-- 1a , 1 31, 11 -12 =_18/131, 10-11= 18/131, 8-1o= 181131 WEBS 5.12 =140/0, 413 =160 /90. 3-14 =- 231 /127. 6.11=- 1600/88. 7.10 =_231/127 NOTES 1) Unbalanced roof live loads have been considered for /his design, 2) Wind: ASCE 7 -05: 90mph; n =2511; TCDL= 4,8ps1; 6CDL=4.8psf; Category ll; Exp C; enclosed; M WFR3 (low -rise) gable end zone; cantilever left and npnt exposed ; end vertical left and right exposed; Lumber DOL.1.33 plate grip DOL =1,33, 3) Truss designed for wind loads in the plane of the trues only. For etude exposed to wind (normal lo the face), see MiTek - Standard Gable End Detail" 4) This trues has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other li.e loads. 5) All plates are 2X4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable muds spaced at 2 -0-0 oc. 8) Provide mechanical connection (by others) of use to bearing plate capable or withstanding 101 Ib uplift a1 joint 2, 120 ID uplift al Joint 8, BO lb uplift at joint 13, 85 ID uplift at joint 14, 78 Ib uplift a1 joint 11 and 85 Ib uplift 811oint 10- 0) Thle trues Is designed In accordance with the 2006 International Residential Code sections 8502.11.1 and R802,10,2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 9 'd 681E ' °N - ssn) iwwn 0 1 �, S Wd5��8 80 '8 'end ■ • Job Tnias TnuBa Type ' Oty Ply STEVE MEYERS-SPEC ea 2768 61 COMMON I 1 Summit Truss, 51 Anthony, ID, Mark Mangum .. JoD Reference (optional) 7.030 s Jan 3 2008 MiTek industries, Inc, Fri Aug D015:22:31 2008 Pape 1 5-2-7 9.9_0 .......... 14-3-9 19-6-0 . �. 4.6 a 4-6-9 _.. ' .. ..�_ � 5-2-7 5 -2 7 w. •x m. -I P OJ re 8-e a �• \ \• s.4-ti . W4 WI wz . '� ' \ �...:- .i , ■ N.. 4" •. /• ...__ of ,. i Bi __ „_ . _ di e r3Ga= IAD we= 2A II 3.0:1 11 , M] : x • I- I 5-2-7 8 -1.8 14 -3 -9 5_2_7 2 -11 -1 6.2.1 5.2.7 Plate OffaeLs X,, ).11 :0.35.0.2 -8, 3:0- 3- 7,8-3-01.[5:0- 2 -9,0 -2 -01.18:0-10. 0,4681 LOADING (psi) SPACING 1.04 081 DEFL in (loc) Vdcf Ud PLATES GRIP TGLL 35.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.17 8.8 999 240 MT20 165/148 TCDL 8.0 Lumber Increase 1.15 BC 0.64 Vort(TL) -0.29 6-8 '778 180 BOLL 0.0 Rep Stress Inez NO WB 0.95 Horz(TL) 0.06 5 n/a Ws BCDL 8.0 _ Code IRC2008ITPI2002 (Matrix) Weight: 247 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 TOP CHORD Structural wood sheathing directly applied or 3118 oc purling. BOT CHORD 2 X13 DF SS SOT CHORD Rigid ceiling directly applied or 10 oc bracing. WEBS 2 X 4 HF Stud ^Except^ WI 2 X 8 DF SS REACTIONS (Ib/sizc) 1= 5324/0. -8, 5= 8076/0-5-8 Max Hon 1= 100(IC 4) Max Upr111 1176(L0 5), 5=- 1818(lC (3) FORCES (Ib) - Maximum Comprese(on/Maxt(mum Tension • TOP CHORD 1- 2= 9038/1999, 2 -3 =9595/2171, 34==6770/1541, 4 -5.- 11424/2580 BOT CHORD 1.9.- 1655/7433, 8- 9= 1055/7433, 7.8= 2085/9430, 67=- 2085/9430, 5•8w.2085/9420 WEBS 2 -9.- 1075/2133, 2.8 =- 281/966, 38=- 2056/9104, 4- 84,350/1042, 4-6=1008/4502 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ^) nalle as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-2-0 oc. Webs connected ea follows: 2 X 4. 1 row at 0:9-0 oc, 2 X 8 - 2 rows at 0-94 oc. 2) A8 loads are considered squatty applied to all plies. except if noted ON front (F) or back (B) face in the LOAD CASE(S) section. Ply lo ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicair-d. 3) Unbalanced roof live loads have been considered for this design. 4) Wlnd: ASCE 7 -05; 90mph; h -2513: TCOL= 4.8psf; BCD[= 4.8pst Category If Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertloat lert and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 5) This buss has been designed Tor a 10.0 psr bottom chord live Toad nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) or trues to bearing plate capable of withstanding 1170 Ib uplift at pint 1 and 18181b uplift at joint 5, 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11,1 and R802.10.2 and referenced standard ANSI/TPI 1, 8) Girder Games tie -in span(%): 31.8.0 from 8-1-0 to 1950 9) Hanger(8) or other connection device(%) shall be provided sufficient to support concentrated load(e) 3982 Ib down and 877 Ib up at 8-1 -8 on bottom chord. The desigNaelectlon of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1,15, Plate Increase =1.15 Uniform Loads (pa) Vert 1-3=-43, 3-5=-43, 1 -6 =.8, 5.8.- 760(F>'_752) Concentrated Loads (ID) Vert 8=- 3982(F) L 'd 6818 ' °N ssn)i l iwwns WdSS :8 800 1 '8 ,2ny ..... ■ Job Trues ! Truss 1Yoe Cry Ply STEVE MEYERS -SPEC 58 2768 9 IOUEENPOST 1 1 -- -. -.. _ ..._ Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum 7 030 s Jan 3 2008 MITek Indust les, Inc. Fri Aug 08 15.22:32 2008 Page 1 ,.1 -1 -6 -0 I 5-0 -15 -- _! 9-9 -0 I - 14 -5 194-0 .1.2179.:P 1.8.0 5 -0 -15 ' 4-8-1 4 -8 -1 • 5 -0-15 1 -6 -0 Yaw • ' , . •., ■ �/. '- 8407 i \'\; . . ' ... N 1%" r44 \ \ • — _ \\ e EMI t. ' b _. . 57 `• % be _ as .. 9 - - — 19� -0 9-9-0 -. _. 4444.. j 9 -9 -0 Plate Offsets ()CY): (2:0-8.3,0-1 - 21.15:0-6 -3 0-1.:21, [6 :0-4.0,0.3.01 LOADING (psi) SPACING 2-0-0 CSI DEFL in floe) Udell LJd PLATES GRIP TOLL 35.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0,12 2 -8 499 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.51 Verl(TL) •0.28 2-8 5 811 180 BCLL 0.0 Rep Stress !nor YES WB 0.26 Horz(TL) 0.03 6 Ma nla BCDI 8.0 Code IRC2006/rPI2002 (Matrix) Weight 84 Ib LUMBER BRACING — r TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 5 -3.15 oc purlins. BOT CHORD 2 X 4 OF No.1 6OT CHORD Rigid ceiling directly applied or 10-0-0 oc DrecJng_ WEBS 2X4HFStud REACTIONS 81)/size) 2 =1127/0-5.8, 6= 1127/0.5-8 Max Hor224- 210(LC 3) Max Upl5t2 =262(LC 5), 6 =- 262(LC 6) FORCES (lb) - Maximum Compression /Maximum Teneton TOP CHORD 1 -2 -0/75, 2-3=-1349/237, 34= 994/213, 4-5= 994/213, 5-6 =1349/237, 6.7.0/75 007 CHORD 2 -8.- 188/1013, 8 -8•- 100/1013 WEBS 3- 6 4 -8•- 87/583, 5.8.- 3741198 NOTES 1) Unbalanced roof live loads have bccn considered for this design. 2) Wind: ASCE 7 -05: 90mph; h ■258; TCOL = BCDL= 4.8psf: Category II: Exp C: enclosed: MWFRS (low.rise) gable end zone: cantilever left and right exposed : end vertical len and right exposed; Lumber 001,1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 pet bottom chord live load norldofCurre:nl with any other live loads. 4) Provide mechanical connection (by others) of trues to bearing plate capable o1 withstanding 262 ib uplift at joint 2 and 262 ID up!! at Joint 6. 5) This truss is designed in accordance with the 2006 International Residential Code aectlona R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • • 8 'd 68 °N - ssnal }iwwns WdSSYB 800 2 '8 '3nH Job Truss Truss Type Qty Ply (STEVE MEYERS -SPEC 118 2768 _ BG GABLE 1 1 ...._._. - .- _..... _ -, Job Reference (optional) Summit Truss, SI Anthony, 10, Mark Mangum 7.030 s Jan 3 2008 Welt Industnee, Inc. FA Aug 08 15:22:33 2008 Page 1 - -6-0 I - ... 9-9-0 ... -_ . _.. 19 _..... _. 21 -0-0 1 -6 -0 9 -9-0 9-9-0 1-6-0 D .7 . . V N. N, S / •/ i i , . j 111317 r r \ -it NiX ••\ ID :� 0 to Q _... �O �........... Q , ems, ■ E • i i ti.e. i • + 3�•i4 %�- i± ww %'+ Gi ,i • i i : •"1 "'V g41 ' i . ✓ ,• ✓+ �ii i i �ii + % wP;•;•'• •.i ✓+�∎- elri+t- :OWA! i,�. .4 ✓ ✓. %0�9� •ij ti� , , • . - ; A!+AatsT�a : • b .)07.64' ,' • : +J .:::= O .) ° + +iJ !+ +:?:* 4.41k'_+?._.?xt w P":.: p{+.:: :ttv *': *: :J.✓,: :;t 44 ? - + + ? ot!0, \ n a.+ be J __ ..._. 1 9 - 6 - 0 19.6.0 Plate Offsets X, f h; [15:0-3-0,0-3-01 _ - .... LOADING (p81) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 38.0 Plates Increase 1.15 TC 0.26 Vert(LL) .0.01 11 n/r 180 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 11 n/r 80 BCLL 0,0 Rep Stress Incr NO UVB 0.12 Horz(TL) 0.00 10 rVa n/a BCDL 8.0 Code IRC2006/TP12002 (Matrix) Weight: 96 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Stn etural wood sheathing directly applied or 6-9.0 oc puffins. ROT CHORD 2 X4 DF No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4HF REACTIONS (lb/aIze) 2= 350/19.8.0, 15=183/19 -6.0, 16= 213/19.6 -0, 17= 158/19.6.0, 18= 327/19-6.0, 14213/19.8.0, 13.158/19-6•0,12=327/19-6-0, 10=550/19-6..0 Max Horz 2 — 210(LC3) Max Upli1t2 =77(LC 5), 16= -74(LC 5), 17= -80(LC 5), 18.- 106(LC 5),14 =71(LC 8),13 =81(LC 6), 12=-106(LC8), 10-- 100(LC 6) Max Grov2= 350(LC 1), 15= 163(LC 1). 16=221 9), 17= 158(LC 1), 18.327(LC 9), 14= 221(LC 10), 13=168(LC 1),12= 327(LC 10), 10= 350(LC 1) FORCES (I8) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/73, 2 -3= 161 / 133, 3.4 -- 981110, 4.5 =- 79/136, 5.4=-83/175, 6-7= -83/167, 7 -8= 79/105, 3-9= 98/53, 9-10 = - 130/66, 10-11 =0/73 BOT CHORD 2- 18=27/166,17 -18 =27/166, 16 -17 =- 27/186, 15- 16.- 27/168, 14 -1.5 =- 27/16(3, 13- 14= 27/166.12- 13=27/168,10.12. -271166 WEBS 6-15= 132 /0.5 -16=- 186/96, 4-17 =138/90, 3-18 =269/146, 7-14..186/93, 8.13= 138/91, 312 =- 269/146 NOTES 1) Unbalanced roof Ilve loads have been considered for this design, 2) Wind; ASCE 7 -05; 90mph: h =23ft: 'rCDL= 4.epe1; BCDL- 4.epsf; Category II; Exp C; enclosed: MV FRS (low -nee) gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL =1.33 plate grip DOL.1.33. 3) Trues designed for wind Toads in the plane of the truss only. For etude exposed t0 wind (normal to the face), sec MTek "Standard Gable End Detail 4) Thle truss hart been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 7) Gable studs spaced al 2-0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 77 lb uplift at joint 2, 74 Ib uplift at Jolm 16, 80 Ib uplift at joint 17, 106 Ib upIttl al joint 18, 71 ID uplift at joint 14, 81 Ib uplift at joint 13, 106 Ib uplift et Joint 12 and 100 Ib uplift at joint 10. 9) This truss le deatgned In accordance with the 2006 International Residential Code sections R802.11.1 and R802.10.2 and referenced standard ANSI/TPR 1. LOAD CASE(S) Standard • — 6 'd 6E E 'oN ssnu l iwl>anS WdSS:E _ 8002 8 2ny Job Truss Trues type aty Ply STEVE MEYERS -SPEC f!8 2766 C1 MONO TRUSS 3 1 • . .. .....__....... ... _.. Job Reference (optional) .... — ... -,--- .._.._ —._ .. Summit Truss, St Anthony, ID, Mark Mangum - - - -• ����� _ � 7.030 a Jan 3 2008 MTTek Industries, Inc Fn Aug 08 7512.33 2008 Page 1 i- . -2 -1 -7 I 5-$-2 __. 11-3 -0 2 -1 -7 5 -8 -7 5- 6- 15 ......._. w II Univ. 1:20.5 e a.r13 i w • -�K 7.111 `% as xs I.... 5 -8 -2 11.3 -0 • 5-8-2 5 -6 -15 Plate Offsets (X,Y): 12:0-2-15,0-2-01_ - -•• LOADING (psi) SPACING 2-0-0 CSl DEFL In (loc) I/de6 IJd I PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.72 Verl(LL) -0.02 6 X999 240 MT20 165/148 fCDL 8.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.06 7 -8 >499 180 BCLL 0.0 Rep Stress Ma NO WB 0.61 Horz(TL) 0.01 7 r'a Ne BCDL 8.0 Code IRC2008/TPI2002 (Matrix) Weight: 52 Ib LUMBER - — ...... . BRACING .�.. .. . TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural Wood sheathing directly applied or 5-8-14 oc puNna, except end verticals. BOT CHORD 2 X 4 DF No.1 80T CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2X 4 HF Stud - Except W1 2 X4 OF No.1 REACTIONS (Ib /sIze) 2- 75010 -5.8, 7= 1048/0.5.8 Max Horz 2= 351(LC 4) Max UDIrlt2= 160(LC 5), 7 =- 359(LC 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2.0/77, 2 -3 =- 958/20, 3.1 =- 272/134, 4-5 =2110, 4-7= 530/290 BOT CHORD 2- 6=- 230/821, 7- 8..230/821, 8.7 =0/0 WEBS 3-8= 0/241, 3-7 =- 833/269 • NOTES 1) Wlnd: ASCE 7 -05; 90niph; h =25ft; TCDL -4.8psf, BCDL=4.8pst Category II; Exp C; enclosed; MWFRS (low -riso) gable end zone: cantilever len and right . exposed : end vertical bell and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truce to bearing plate capable of Withstanding 100 Ib uplift at joint 2 and 359 Ib uplift a1 joint 7, 4) This truss is designed in accordance with the 2006 International Residential Code sections R502,11,1 and R802.10.2 and referenced standard ANSI/TPI 1 5) In the LOAD CASE(S) section, Toads applied to the face of the Wes are noted as front (F) or back (B). LOAD CASE(5) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (Of) Vert: 1.2 - -66 Trapezoidal Loads (p6) Vert: 2= 0(F =6, B= 8)- to- B•- 45(F - -15, D -.15), 2=- 5(F =41, B= 41)- lo4=- 236(F =75, 5=-75), 4=186(F.-75,12.-75).10-5=172(F=78, 8 =76) • OL 'd 6828' °N — ssnjl 4iuiiuns Wd9S :8 8006 '8 '2nV ..._ Job.. TNSn Russ Type • • City Ply STEVE MEYERS -SPEC 48 • 2768 -, CIA JACK 1 Job Reference (oprionaI)„ Summa Truax, 51Antliony, ID, Mans Mangum 7.030 s Jan 3 2008 MITek Industnes, Inc. F l Aug 08 15.2234 2008 Page 1 _1_6.0 I 5- 11 -12 j . 1-6-0 5 -11 -12 , i xave r7A,4 ............< 404 • . nnoriF / V , • •fi i • 5.11 -1 2_ .. i 5 -11 -12 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) 11dell Ud PLATES GRIP TCLL 35,0 Plates Increase 1.15 TC 0.52 VCR(LL) -0.05 2-4 >999 240 MT20 220/105 TCOL 8.0 Lumber Increase 1.15 BC 0.28 Ved(TL) -0.11 2-4 >600 160 BCLL 0.0 Rep Stress Incr YES WB U.00 Horz(TL) -0.00 3 n/a n.a BCDL 8.0 Code IRC20061TP12002 (Matrix) Weight: 21 ID LUMBER BRACING TOP CHORD 2 X 4 OF No.1 • TOP CHORD Structural wood sheathin g directly applied or 5 -11 -12 oc buttes. SOT CHORD 2 X 4 DF N0.1 BOT CHORD Rigid ceiling directly applied or 100.0 oc bracing. REACTIONS (lb/size) 3= 212/Mechanical, 2.454/0.5.8, 4.48/Mechanical Max Horz 2= 22OILC 5) Max Uplift3= 126(LC 5). 2= 112(LC 5) Max Grav3.212(LC 1), 2= 4 64(LC 1), 4 102(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/70, 2 -3- 151195 BOT CHORD 24=0/0 NOTES 1) Wind: ASCE 7 -05: flOmph: h =2511; TCDL.4.BpsF BCDL•4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end cone; cantileve.r left and right exposed ; end vertical left and right exposed: Lumber DOL =1.33 plate grip 001 =1.33. 2) This truss has been designed for a 10.0 DSf bottom chord live load nonconeurrenl with 88y other live loads. 3) Refer 10 girdef(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 126 Ib uplift at joint 3 and 112 Ib uplift at Iofnl 2. 5) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and 8802.10.2 and referenced stondard ANSI/TPI 1. LOAD CASES) Standard _i — ._ L l .. d .... ' °N - -_ —.. ssnal 1 iwmns Wd9S : 8 8002 '8 .211y Job I Truss ........__. Truss Type Oty Ply STEVE METERS-SPEC C tr8 2768 IC15 JACK 6 1 -- •• __.._ _ Job Reference (oPGOn_ Summit R Summuss, SlAnfhony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTck Industries, Inc. Fit Aug 08 15:22:34 2008 Page 1 -1-6-0 3-11.12 1.0 -0 3 -11 -12 9cJY•I:lRJ ,...< �l •h 1 ) .- / -` / —. ;. %;. j e.00r. / ,/ ' i is • - % - f . ' -- C \ \ /•. / :A — . 3 -11 -12 .. _1 .._, . 3. LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.29 Vert(LL) - 0.01 2 - 4 >999 240 MT20 185/148 TCDL 0.0 Lumber Increase 1.15 BC 0.24 Vert(TL) -0.03 2 -4 >999 180 BCLL 0.0 Rep Stross Inc: YES WB 0.00 HorzITL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2008/TPI2002 (Mang Weight: 14 ro LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Sln,clur; l wood sheathing directly applied or 3.11 -12 oc purlins, BOT CHORD 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ REACTIONS (18/size) 3 =111 /Mechanical. 237710 -5.8, 4=30/Mechanical Max Horz 2 =165(LC 5) Max UpIif3 =64(LC 5). 2 — 120(LC 5) Max Grov3 =111(LC 1),2 =377(LC 1),4=66(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 0/76.23 =112/48 BOT CHORD 2-4 =070 NOTES 1) Wind: ASCE T -05; 90mph: M.2511; TCDL.4.8psf; BCDL =4.8psf: Category II; Exp C; enclosed; MWFRS (Irnwrisc) gable end zone: cenNever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate gnp DOL =1.33. 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrcnt with any other Ilve loads. 3) Refer to 9irder(s) for Irmo to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding B4 Ib uplift at joint 3 and 1201D uplltt al Join! 2. 5) Thia trues I8 designed In accordance with the 2008 Intomational Residential Code aecuons R502.11.1 and R802.10.2 and referenced standard ANSI/TP! 1. LOAD CASE(S) Standard l l ' d 68 °N ssnal limns Wd95 :E 800 1 '8 '2nd • .._. Job Truss !Truss TyDe Qty Ply ISTEVE MEYERSSPF.C>t8 2769 C1C JACK g 1 Job Reference (optional) Summit Truss, SI Anthony, ID, Mark Mangum —"' 7.030 s Jan 3 2098 MiTek Industries, Inc. Fri Aug 08 15.22:34 2005 Page 1 1 1 -1 -6 -0 1-11-12 ._....) 1-6 1 -11 -12 acne + 1:10.: Z . t ,�.i AO` :'`.ti i' i " / axoli3 ! i` n .. ./ • ._ J 91 ,E • �: A 1 j \ ./ I 1 -11 -12 1 -1 1 -12 LOADING (psi) SPACING 2 -0 -0 CSI DEFL in floc) 1 /dell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0,00 2 •990 240 MT20 185/148 TCDL • 8.0 Lumber Increase 1.15 BC 0.06 Vert(TL) .0.00 2.4 >999 180 BOLL 0.0 Rep Stress her YES WB 0.00 Horz(TL) -0.00 3 nla n/8 BCDL 8.0 Code IRC2006/TPI2002 (Matrix) weight: 8 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 TOP CI-IORD Structural wood sheathing directly applied or 1 -11 -12 cc puffins. BOT CHORD 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 100.0 oc bracing. REACTIONS (lb/size) 2m29710.5 -6, 4 =15/Mechanical, 3 =21 /Mechanical Max Horz 2-114(LC 5) Max Up1f12 =130(LC 5), 3 = -16(LC 6) Max Grav2= 297(LC 1). 4=35 (LC 2), 3 =23(LC 3) FORCES (Ib) • Maximum Compression /Maximum Tension TOP CHORD 1.2 =0174, 2 -3s -82/12 BOT CHORD 24 =010 NOTES 1) Wind: ASCE 7.05; 90mph; h =25ft; TCDL =4.6psf; BCDL =4Spsf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; canblever tart and right exposed) end vertical le8 and right exposed; Lumber DOL =1.33 plate grip DOL -1.33. 2) This was has been designed for a 10.0 pst bottom chord live load nonconcurrenl with any othee live loads. 3) Refer to girder(s) for truss to buss connections. 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 13015 uplift at Joint 2 and 161b uplift at joint 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. LOAD CASE(S) Standard • 8l 'd 68 ' °N s snI± 1 iumns 1A1d9S'8 8002 '8 '2nd Jab Truss Truss Type Qly Ply STEVE MEYERS -SPEC 08 2768 ' 01 FINK 5 1 _ Job Reference (optional) Summit Truss, SLAnthony, ID, Mark Mangum 7.030 s Jan 32005 MiTek Industries, Inc. Frl Aug 08 15:22:35 2005 Page 1 6.5_7 I 12.6 -0 .� —. 18 -6-9 • I 25-0-0 --I �-.. 6.0 -9 r 6 -5 -7 5-5-7 6 -0-9 Sol.. 1.41 40 3 '.' \\ / . i • 7 '. e.ar % j i '••��•. 3.r\� /�- an WI \ N„. 4 :i % \ \ �. 4 V. ' j `�• /� ....,— .. . r IAI °` .._ Ins 091 .. .. 9 7 ... .. a 340 �,t m en— 34= coo+= = 8 -5 -10 - I - 18 -6.6 .. .._H_. 25-0-0 -.1 1._.• 8 -5 -10 8 -5 -10 8.0-12 Plate Offsets (X.Y): (1:0-13-3,0-0-191,15:0-8-3,0-0- .. .. . .. . . _ - ... . LOADING (pet) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TOLL 35.0 Plates Increase 1.15 TC 0.49 Vert(LL) 4110 1-8 x999 240 Mf20 185/145 TCDL 8.0 Lumber Increase 1.15 BC 0.49 Vcrt(TL) -0.25 1-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Harz(TL) 0.05 5 nla n/a BCDL 8.0 Code IRC2006ITP12002 (Matrix) VJeighh 107 lb • LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Suucturrl wood sheathing directly applied or 4-1 -14 oc punlns. BOT CHORD 2 X 4 DF No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HP Stud REACTIONS (lb/size) 1.1252/0-5-8, 5 =1252/0 -5-8 Max Hor11 = 263(LC 3) Max Upll1tl=- 219(LC 5), 5 =- 219(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 1043523, 2- 3 =- 1605/398, 3-4 =1605/396, 4- 5=1843/323 BOT CHORD 1 -8 =- 272/1403, 7-9=-69/94A, 6. 7=68/944, 5.6 =- 17211403 WEBS 2 -8•- 474/274, 3-8 =- 196/648, 36=- 196/648, 4-6=474/274 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 9omph: h =25ft; TCDL•4.6psf; BCDL.4.ep8f; Category II; E p C; enclosed; MVVFRS (low -rise) gable end zone; cantilever left and right exposed : end vertical left and right exposed; Lumber DOL =1.33 plate gtlp DOL =1.33. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcur cnt wish any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 1 end 21 9 lb uplift at joint 5. 5) This IruSS Is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE($) Standard ti , - 6E E ' °N ssnai } iwwnS Wd95 800 2 8 any ....._,.. Job Truss truss Type Dry Ply - STEVE MEYERS-SPEC 98 278 - 02 FINK 1 1 Job Reference opfional). .. Siimmir Truss, St Anthony, 1T), Murk M - angum 7 030 5Jan 3 2008 Wee industries, inc. Fri Aug 08 1522.35 2008 Page 1 6-5-7 . 4. - , 12-6-0 i 18-6-9 I 23.10-0 H 6-5-7 6-0-0 5-0-9 i 5-3-7 r..1.- 1.51 00 11 3 , .. 1•... r .' 6 ... -`.. . \...',„... , .-r. ..N%.' .7. .. amorTT r WI vr ... ., . .........*". 77. , \ , •••;:•.. ■<:::;:;;,,:.... i r ..." ‘,.....' • r. 1' " NNN _,,,-G1 - • _. P I .. . .. _. . .. . . 9 5 7 1 0 . 6-5- 16-6 1 • l' •1 8-5-1 0 8 -0 -12 7-3-10 . • Plate Offsets (X,Y1: (1:0-8-3,0-0-101 -.. . - -. ..... -.. • • • ... ..... - _ _ . _..... .. LOADING (pi) SPACING 2-0-0 CSI OEFL in (lac) Udell Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.10 1-9 : 240 MT20 185/148 TOOL 8.0 Lumber increase 1.15 BC 0,40 Vcrt(TL) .0.23 1-9 >999 180 BCLL 0.0 Rep Stress Inc: YES WB 0.99 Horl(TL) 0.04 6 n/a vita BCDL 8.0 Code IRC200C/TP12002 (Matrix) Weight: 111 lb - LUMBER BRACING TOP CHORD 2 X 4 DP No.1 TOP CHORD Structural wood sheathing directly applied ix 4-3.6oc puffins, except end verticals. BOT CHORD 2 X 4 DI! No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 QC bracing. WEBS 2 X 4 HF Stud REACTIONS (lb/sixe) 1=1196/17-5-8. 6=1196/0.5-8 Max H0(7.1=278(LC 4) Max Uplift1=-21 0(LC 5), 5w-204(_C 6) FORCES (18) - Maximum Comp(easion/Maximurn Tension TOP CHORD 1-2=-1749/308, 2-3=-1511/382. 3-4=-1380/352. 4-5=-487/164, 0-6=-417/155 BOT CHORD 1-9.-286/1325, 8-9=-04033, 7-8-64/863, 0-7=-140/1150 WEBS 2-9=473/273, 3-9=-196/654. 3-7=151/ 4-7.-335/237, 45=-1105J153 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05: 90mph; h=25ft; TC01..4.8pe1; BCDL=4.89sf; Category117Exp C; enclosed; MWFRS (low-rise) gable end zone: cantilever left and nght exposed ; end vertical! left and right exposed: Lumber D0L■1.33 plate glib DOL=1.33. 3) TM s truss hae been designed for a 10.0 pat bottom chord Ilve load noncencurrent with any othcr live toads. 4) Provide mechanical connection (by °triers) of trues to bearing plate capable or withstanding 21(1 18 upltft at Joint 1 and 2048 uplift at Joint 6. 5) This trues Is designed in accordance with the 2009 International Residential Code sections R502.11.1 end R802.10.2 and referenced standard ANSI/TP! 1. LOAD CASE(S) standard • .. . .. 'd 6E . . ZE '°N ssn)i ;Iumns iNd9c:E 800Z '8 '2nV Jab TNae Truax Type I ail' Ply I STEVE MF,YERS -SPEC 08 -- 2768 • D FINK I 7 1 , Jab Reference (optional) Summit Truss, St Anthony, ID, Manz Mangum - 7 030 s Jan 3 2008 MiTek Industn =, Inc. Fri Aug 08 15:22:35 2008 Page 1 6_5-7 I 12-6-0 18 -6.9 I 25-0 -0 1 -6 -0 1 6 -5 -7 6-0-9 6-0 -9 6.5 -7 1-6-0 rte• 142. «A U ' • /..%: / \ z % �'\ 0.00111 .... ; �. ..- NA N% j:; WI ' s" BF 0 C tip\ '�` 8 -5 -10 16 -6-6 _ 25 -0 -0 8-5-10 8 -0 -72 8 -5 -10 . Plate Offsets (X,Y): Tp:o a.a 101.(L0-3.0,0-3701f5:0-6-3,0-0-1 .. .. ..- .._. — - —. • LOADING (psi) SPACING 2 -0-0 CSI OEFL in (loc) I /den Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.10 1 -9 '999 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.25 1 -9 >999 180 BOLL 0.0 Rep Stress !nor YES W13 0.35 Horc(TL) 0.05 5 n/= n/s BC DL 8.0 Code IRC2008/TP12002 (Matrix) Weight: 1091b 1 LUMBER , TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 4-2 -1 ac pudins,. B07 CHORD 2 X 4 DF No.1 POT CHORD Rigid ceiling directly applied or 100-0 oc bracing. WEBS 2X 4 HF Stud REACTIONS (ID /size) 1 =1218/05 -8, 5=1413/0-5-8 Max Hors 1 264(LC 3) Max UpIitt1 =217(LC 5), 5=31i (LC 6) FORCES (15) - Maximum ConryressionJMaxlmum Tension TOP CHORD 1 -2 =1633/320, 2 -3 =1596/394, 3-4=- 1577/374. 4-5 = - 18171303, 5.8 =0/75 DOT CHORD 1- 9=- 247/1395, 8-9 =- 43/936, 741 =- 43/936, 5.7 =142/1374 WEBS 2- 9- 474/273, 3-9 =- 197/649.3.7- 173/619.4 -7 59/262 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90rnph; h =2511; TCDL= 4,8psf; BCDL.4.8pat', Category 11; Exp C: enclosed; MWFRS (low -rise) gable end zone: cantilever left and right exposed ; cnd vertical let: and right exposed; Lumber DOL =1 .33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21715 uplift et Joint 1 and 311 lb uplift a1 Joint 5. 5) This hues Is designed in accordance with the 2006 international Residential Code. sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASES) Standard I 9l ,d °N ssnJ1 }IuJwnS Wd9S:8 8002 '8 .2ny Job 'Truss Truss Type .. 1 Qly Ply STEVE MEY6I S -SPEC lab 2766 • DG GABLE j 1 1 J Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum • •• 7.030 s Jan 3 2008 MiTek Indusiries, Inc. Fri Aug 08 15:22:3% 2008 Page 1 � . - 1 - 6 . 0 1 . 12-8.0 25 -0 -a � 26 -6 -0 � 1 -6 -0 12 -6 -0 12 -6 -0 1 -6 -0 sae. "1.a1 e . J a � :. � YO e �p ( L .....N..4.,', 51> L^ l l '• \ r1 J 1y la 2 7 / ': •fW` `+"•404.4"5":: :3K t` ti�f iiX":"'.` . i a4 1C14, 5 .{�d <! :!;✓4AW: ;!.. i: . : 4 i!' 40.* 44"4 f Off4' Sidi iii ? "; "'7". P i iii i : ; : " :4i:i . �!»t ..N 15 I I 25 -0.0 25-0-0 O ... Pjale Offsets __ . [5:0-3-0.0-3-91. [11:0-3.0.0-376I - LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) /den Ud PLATES GRIP TOLL 35.0 Plates Increase 1.15 TC 0.26 Vert(LL) .0.02 15 rVt 180 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.02 15 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 14 n/a n/a BCDL 8.0 Code IRC2006/rP12002 (Matrix) Weight: 138 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 6-00 oc puffins. DOT CHORD 2 X 4 DF No.1 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2 X 4 HF Stud WEBS 1 Row at midpt 8-21 REACTIONS (Ib/site) 2= 317/25-0-0. 21= 16925.0 -0, 23= 201/25 -0.0, 24 ..212/254.0, 26= 201/25 -0-0, 26=201/25-0-0. 27.198/25-04/ 20= 201/25 -0- 0,19= 212/25 -0. 0,18= 201/25.o -a. 17- 201/254.0, 15= 196/2 14= 317/25.0.0 Max Horn 2= 268(LC 4) Max Uplift2= -93(LC 3), 23. -87(LC 5), 24 =92(LC 5), 25 =77(LC 5), 26 =.90(LC 5), 27= -50(LC 5). 20= -03(LC 6), 19= _99(LC 6). 18 =.77(LC 8), 17= -90(LC 6), 16= -50(LC 6), 14=-68(LC 6) Max Grav2- 317(LC 1), 21= 180(LC 6), 23= 208(LC 9), 24= 212(LC 1), 25= 201(LC 9), 26= 201(LC 1), 27= 196(LC 9). 20- 208(LC 10), 19= 212(LC 1). 18= 201(LC 10), 17= 201(LC 1), 16= 196(1.0 10) ,14 =317(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/73. 2 -3 =- 227 / 183, 3.4 =- 175/149.4 -5= 132 /140, 5-6=-89/141. 6-7- •83/184, 7 -8 =- 81/219. 8.9= 81210, 9- 10=- 83/154. 10.11-84184. 11 -12= -84/54, 12- 12=X8/57, 13- 14=134/71, 14- 15=0/73 BOT CHORD 2.27.- 391202. 26-27= 39/202, 25- 26=- 39/202, 24-25.- 36/204, 23-24= 38/204, 22-23=-3W204, 21- 22..38/204, 20- 21=- 38/204. 19.20= 38/204, 18 -19=- 38/204, 17- 18..37/201, 18. 17.37/201, 14 -16 =- 37/201 WEBS 621 =- 161/0, 7- 22=-176/86, 8.24..179/110.5.25 - 170/99.4 -26 =- 163/100.3 -27 -- 179/97, 9-20= 176/62. 10-19=-179/112, 11- 16= _170/98, 12.17•- 163/100, 1316 = 174/96 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25n; TCDL= 4,8psf; BCDL.4.8psf; Calegory It; Exp C; enclosed; MWFRS (low•ilae) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of Ire Rupp only. For studs exposed to wind (normal to the 1ace), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other Ilve loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires conunuoue bottom chord bearing, 7) Gable studs spaced at 2 -0-0 oc. 8) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 83 Ib uplift et Joint 2.67 Ib uplift at joint 23. 92 Ib uplift at joint 24. 77 Ib uplift at joint 25. 90 Ib uplift at joint 26. 50 Ib uplift at joint 27, 63 Ib uplift at joint 20, 9316 uplift at joint 19, 77 Ib uplift at joint 18, 9016 uplift at joint 17. 50 Ib uplift at join) 16 and 88 lb uplift at Joint 14. 9) This truss is designed In accordance with the 2006 International Residential Code sections R502,11,1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard L _ .__. Ll 'd 6E68 ' °N s snj1 ;laws Wd95:8 8006 '8 'any I Job Truce Truss Type • qty IFIlf 1 STEVE MEYERS -SPEC 88 I 1 2769 • El HP 1 1 I Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 7.030 3 Jan 3 2008 MiTak Industries, Inc. Fri Aug 08 15:22:39 2008 Page 1 • , , 5 -2 -7 -••_. ...10-0-0...._- 15 -2 -0 I 19 . 11 . 9 .... �_...._ 25.2-0 � 26 -8 -0 i • 1 -6 -0 5-2-7 4 -9 -9 5 -2 -0 4 -9 -9 5 -2 -7 1-6-0 em. - raa. mo= a l oll . :: i e.00I Iz •' ?se y N. j ;.. a 'a . %ice „.. — was t. .... ..‘„, 10 -0 -0 _ j 15 -2 -0 __ 25.2.0 10 -0 -0 5-2-0 10 -0 -0 Plate Uffaete (X,Y) : (2:0- 0- 13.Edg1 , -. f4:0- 30.0 -2 -3] _JJ5:0.35,Edge1. [7:o-37,0-1 -31 — „ -- __- ... ......__ _ ....... . . ...._ ---- • • . .... _._..--•--...—•- LOADING (pat) SPACING 2 -0-0 CSI DEFL In (100) 1/ded Ud 1 PLATES GRIP TCLL 35.0 Plates Increase 1.15 TO 0.32 Vert(LL) -0.18 7 -9 499 240 1 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 ©C 0.48 Vert(TL) -0.42 7 -9 709 100 BCLL 0.0 Rep Stress !nor YES WB 024 Horz(TL) 0,05 7 eIa sVa BCDL 8.0 Code IRC2008/TPI2002 (Methx) Weight 1161b LUMBER BRACING TOP CHORD 2 X 4 OF No.1 TOP CHORD Structural wood sheathing directly applied or 4.131 oc puffins. except BOT CHORD 2 X 4 DF No.1 2 -0-0 cc puffins (5 -144 max.): 4-5- WEBS 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. V. EI3S 1 Row at midpt 5-11 REACTIONS (lb/size) 2- 141810.5 -6, 7 =1416/45 -e Max Morz2=- 213(LC 3) Max Up15t2 =300(LC 5), 7=300(LC 6) FORCES (lb) - Maximum Compressiori/Mexi,num Tension TOP CHORD 1- 2.0/75. 2.3- 1636/308. 34 =1463/254. 4-5 =1137/276, 5-5=- 14821265, 6-7- 7 -8 =0/75 SOT CHORD 2- 11 =- 237/1411.10-11=69 /1137, 9.10=- 69/1137, 7 -9 =- 133/1411 WEBS 311= 333/201, 4-11=0 /326, 5 -11 =- 189/191, 5.9- .43/327. 6-9= 3341201 NOTES 1) Unbalanced roof live loads have been considered for oda design. 2) Wind: ASCE 7.05; 90mph; h=2511; TCDL=4.8psf; BCDL -4.8ps€ Category 11; Exp C; enclosed; MWFRS (low -nee) gable end zone; cantilever lefl and fight exposed: end vertical left end right exposed; Lumber DOLo1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of Was 10 bearing plate capable of withstanding 300 lb uplift at Joint 2 and 300 ID uplift et joint 7. 6) This truss is designed In accordance wan the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Design assumes 4x2 (flat onentatlon) puffins at oc spacing indicated, fastened to trues TC w/ 2 -10d nails. LOAD CASE(S) Standard 21. 'd 6EZE °N ssnAi liwwnS WdL 8002 '8 '2nd • Job Truss Tiusa Type Ory Ply STEVE MF,YERS -SPEC 88 2788 E2 HIP 1 1 _ Job Reference (optional) _ Summit Truss, St Anthony, ID, Marti Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Fri Aug 061522:39 2008 Pays 1 -1-6-0 j 5 -6 -14 12 -0 -0 1 13 -2 -0I 19 -7 -2 _ _ 25 -2 -p - _ 26 -8 -0 1 ' 1 -6 -0 5-6 -14 6 -5 -2 1-2-0 6 -5 -2 5 -6-14 1 -6.0 acw . 1:65.x as - Sea = a A s. :, 3666 . 7 !d •Ya rico 1'2 is r+ a v i. rrl ar - I- ......_ 5 - 6 - 1 4 .._... -- 12-0-0 113 -2 -0� 19-7-2 �... 25.2.0 5 -6 -14 6.5.2 1 -2 -0 6-5 -2 5 -6 -14 Plate Offsets (x,Y): (2:0•8.3,o-ti 1qy js; o-35 Edt#e1.16:0-3-0,0-2-3I,19:0-6-7,0-0-101 LOADING (pet) SPACING 2 -0 -0 CSI DEFL In (loc) I /dell L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.08 1315 >999 240 MT20 105/148 TCDL 8.0 Lumber Increase 1.15 BC 0.30 Ver1(TL) - 0.14 13-15 >999 160 BCLL 0.0 Rep Stress Inrr YES WB 0.59 Harz(TL) 0.05 9 n/a Na BCDL 8.0 Code IRC20o61TP12002 (Matrix) Weight: 1321b LUMBER BRACING TOP CHORD 2 X 4 DF No,1 TOP CHORD Structural wood sheathing direcly applied of 4.5.1 oc pudins, except BOT CHORD 2 X 4 OF No.1 2-0 -0 oe purlhns (5.2.11 max.)! 5-8. WEBS 2 X 4 1.1F Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/slze) 2= 1416/0.5 -8, 9= 1416/0.5.8 Max Horz2= 255(LC 4) Max Uplift2 =- 317(LC 5), 9.- 309(LC 6) FORCES (15) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/75. 2 -3= 1888/306, 3-4=- 13491258, 4 -5.- 1192/287, 5-6.- 9961298, 57 =- 1195/300. 7- 8=- 1349270, 8-9 =1884/204, 9-10 =0/75 BOT CHORD 2- 15= 241/1444, 14- 15=- 241/1444, 13.14.- 241/1444. 12-13 11- 12=- 146/1442, 9.11 =- 146/1442 WEBS 3-15= 0/230. 3-13.. 533/213, 5-13.-7W314, 512 =- 367/346. 6-12 =- 131/522, 8-12= 537/216, 8.11 =01227 NOTES • 1) Unbalanced root live loads have been considered For this design. 2) Wind: ASCE 7 -05; 90mph; h =259; TCDL= 4.8psf; BCDL.4.8par, Category il; Exp C: enclosed; M WFRS (low -rise) gable end zone; cantilever left and 'fight exposed ; end vertical left and fight exposed; Lumber DOL. plate drip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) This bursa has been designed tor a 10.0 psf bottom chord live load nnnconcurrenl with any other live loads. 5) Provide mechanical connection (by others) of truss lo bearing plate capable or withstanding 317 lb uplift at joint 2 and 309 lb uplift at joint 9. 6) 7hls truss is designed in accordance with the 2006 International Residential Code seetone R502.11.1 and R802.10.2 and referenced stmdard ANSI/TPI 1. 7) Design assumes 4x2 (flat orientation) puriins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails, LOAD CASE(S) Standard • 61 'd 6E 'oN ssnal ; ivauans WdLS :E 8002 '8 '2nd Job • Truss Trutt Type Qty Ply STEVE MEYERS -SPEC 98 2768 • E3 HOWE 1 2 .lab Reference {optional) Summit Truss. SI Anthony, ID, Mark Mangum 7.03 s Jan 3 2008 MITek Industries, Inc. Fri Aug 08 15:22:39 2008 Page 1 4 -7 -9 6 -7.5 12 -7 -0 16 -6 -11 I 20 -6 -7 25 -2 -0 4 -7 -9 3 -11 -11 3 -11 -11 3 -11 -11 3.11.11 4 -7 -9 ao,k, • ,.a,. .,m on A \• \ae c• // *C. m yr e MI i In Ald / - •• 54,12 e.• -' I:1 .x II 10 , = a un ae= N,= mo- ]d ,I 00,20 4_7_9 8.7•5 12 -7 -0 16 -6 -11 20 -6 -7 I _, 25 -2 -0 • 4 -7 -9 3 -11 -11 3 -11 -11 3.11 -11 3 -11 -11 4 -7 -9 Plate Offsets (X.Y); [1:0- 4- 40.2.D], [7;0-44.9.1;191 _ ..................... ..... . LOADING (p8t) SPACING 1-0-0 CSI DEFL in (loc) I /dell lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.65 Vert LL -0.20 10-12 '999 240 MT20 185/148 .TCDL 8.0 Lumber Increase 1.15 BC 0.66 Vert(TL) - 0.3310.12 '-898 180 BCLL 0,0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.10 7 nia n/a BCOL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 306 ID • LUMBER BRACING - - -- _ rOl' CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc pudins. BOT CHORD 2 X 6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 41-IF Stud 'Except' WI2X4OFN0.1 WEDGE Lett: 2 X 6 SPF No.2, Right 2 X 6 SPF No.2 REACTIONS (Ib /size) 1.7876/0 -5.8, 7= 787610.5 -8 Max Horz 1 =131(LC 3) Max UpiIi11= 1780(LC 5). 7=- 1780(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2._11828/2625.2.3x -933W 2130.34 =- 718011676.4 -5= 7180/1676. 5.6 =- 9338/2130, 6- 7=- 11628/2625 BOT C110REI 1 -13=- 2177/9538. 12 -13 =2177/9538. 11- 12=- 1727/7723, 10- 11=- 1727/7723, 9-10 =_1898/7723, B- 9•_2124/9538, 7- 8•- 2124/9538 WEBS 2 -13= 583/2628.2 -12= 2203/567, 3.12 =- 623/3589. 3-10 =- 3081/758, 4 -10••- 1781/7680. 5 -10 =- 3051//58.5 -9= 823 /3569.6.9 =22931560. 6-8 =58412528 NOTES 1) 2 -ply Truss to be connected together with 104 (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0.9.0 oc. Bottom chords connected es follows: 2 X 6 - 2 rows at 0-7 -0 oc. Webs connected as follows; 2 X 4. 1 row at 0-9-0 oc. 2) AlI loads'are considered equally applied 10 all plies, except If noted ea front (P) or back (B) taco In the LOAD CASE(S) section. Ply to pry connections have been provided 10 distribute only loads noted as (F) or (B). unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph: n =25ft; TCDL= 4.8psf; BCDL=4,6psf; Category II; EKp C; enclosed; MWFRS (low•rise) gable end zone; cantilever left and right exposed : end vertical left and right exposed: Lumber DOL +1.33 piste grip DOL =7.33. 5) This truss has been designed for a 10.0 psf bottom chord eve load nonconcurren( with any other live loads. 6) Provide mechanical connection (by others) of Miss to Deanng plate capable of withstanding 1780 Ib uplift at joint 1 and 1780 Ib uplift at joint 7, 7) This buss is designed id accordance with me 2006 International Residential Code R502.11,1 and 8802.18.2 and referenced standard ANSI/TPI 1. 8) Girder carries le-In span(s): 25-0-0 from 0-0-0 to 25-2 -0 LOAD CASE(S) Standard 1) Regular; Lumber Increase =1.15, Plate Increase +1.15 • Uniform Loads (p11) Vert: 1-4■-43, 4-7=43. 1-7=-594(F 566) • • OZ 'd 6EZE ' °N ssnal limos flS WdLS :E 8002 '8 '2nd - _ .- ..__- ..... . ... 7 Job I Truss Truss Typc Qty Ply STEVE MEYERS -SPEC 88 • 2788 . E HIP 1 1 __._.___•. ... ■ Job Reference (optional) Summit Truss, S1 Anthony, 10, Mark Mangum 7.030 s Jan 3 2008 MITek Industries, Inc. Fri Aug 08 1522:40 2006 Page 1 ; t -1 -6 -0 � 5 -1 -10 _ 8 -0 -0 _ i _ 12- 7_0 „_, _,. - , 17.2.0 I 20.0.6 � 25 -2 -0 � 26 -8 -0 • 1 -6 -0 5 -1 -10 2 -10 -6 4 -7 -0 4 -7 -0 2 -10 -6 ' 5 -1 -10 1.6.0 • ec•N•1J6_ y"= ee= :•" M w� An \W.\ � x � }/ 9NN": `\ •. 71 \ / "N`....N.. \\ 1 \I / Xr 81 L L / 13 It II Ie em - +.a - 3•12 a b0 wee •, 8-0-0 1 j-- ..._...._ 2-7.0 17.2.0 25 -2 -0 8 -0 -0 4 -7 -0 4 -7 -0 6-0 -0 Plate Offsets (X,'): [2:0- 3- 8,0- 2-81,60._.3.0,0-2-31, [6:0. 3.0,0. 2.3].[8 :P 4 + 3 - 8 -81 . (10:0.4- 0 , 081, 113:00.0 -4-81 LOADING (nu() SPACING 1 - CSI DEFL in (lac) I/dctl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 I TC 0.36 Vert(LL) -0.17 11-13 >999 240 MT20 155/144 TCDL 8.0 Lumber Increase 1,15 BC 0.99 Vert(TL) -0.213 11 -13 2.999 180 BCLL 0.0 Rep Streaa Incr NO WB 0.78 Horz(TL) 0.10 8 n/a n/a BCDL 8.0 Code IRC2008/TPI2002 (Matrix) Weight; 131 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 3-1 -8 oc purltns, except BOT CHORD 2 X 6 SPF No.2 2 -0-0 on purllna (3-7-10 max.): 4-6. WEBS 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. REACTIONS (lb/size) 2=232210.5 -8, 8= 2322/0 -8-8 Max Horz2 =85(LC 4) • Max UpIif2 =- 961(LC5), 8 =901(LC 8) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 200/40, 2- 3=- 3782/1578, 3- 4=- 4663/1583, 45 =- 2080/1316. 5-6= -2989/ 1316, 6.7 =- 3883/1583, 7.8 =- 3782/1578, 8.9 =0/40 130T CHORD 2 -13= 1331/3052.12 -13 =1519/3484, 11- 12=- 1519/3484, 10.11•_1519!3484.810 -- 1246/3052 WEBS 3-13= 87/101.4 -13= -884/1914, 5.13 =- 792/390, 5.11.577/1092, 5;10x- 792/389.8-10=-885/1914. 7-10 =8 71101 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph: 11=25ft; TCDL =4.8psf; BCOL=4.epsf; Category II; Exp 0; enclosed; MWFRS (low`rfse) gable end zone: cantilever left and right exposed ; end vertical left and right exposed: Lumber COL-1.33 plate grip DOL•1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for 10.0 psf bottom chord Ilve load noneoncurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plats capable of withstanding 961 Ib uplifl at joint 2 and 981 Ib uplift at joint 8. 6) This (rues is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and re ferenced standard ANSI/TP! 1. 7) Girder dames hip end with 8-0-0 end setback, 8) Design assumes 4x2 (flat orientation) purl6ls St oc spacing indicated. fastened to (rues TC w/ 2 -108 nails. 9) Hanger(s) or other eannection device(s) shall be provided eumdent to support concentrated load(s) 884 Ib down and 447 Ib up al 17 -2 -0, and 884 Ib down and 447 Ib up at 8.040 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 10) In the LOAD CASE(S) section. loads applied to the face of the buss are noted as front (F) or back (0). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15, Plate Increase+1-15 Uniform Loads (plf) Veit 1 -4=43, 6- 9 =- 43.2- 13 = -8. 10- 13= 204(F =- 196). 8 -10 = -8 Concentrated Loads (Ib) Vert: 13=- 084(F)10= -884(F) 1 l 'd 6E68 , °N ssna1 }iwwnS WdLYY8 8006 '8 '2ny Job Truss Truss Type Qty Ply STEVE MEYERS•SPEC 2768 • F1 COMMON 1 1 Job Reference (optonall Summit Truss, 51 Anthony, ID, Mark Mangum 7.030 a Jan 3 2008 MITek Industries, Inc. Fri Aug 0815:22:40 2008 Page 1 6-6-0 - - - - -- 13 = 0.0 6-6-0 • 6 -6 -0 • rd._ !els•1?]9 • un un ..V \`\ it ,,..• i \ � 5 CN'j„ 4 M3 \\ 29H I.._.... .. 4 - 7 - 8 _.._..... — 8 . 4 . 8 � 13.0.0 4 -7 -8 3-9-0 4-7-8 L plate Offsets (X,'1): (1: 0.35,0- 2- 8J,[3:0.3- 5,0-2.8] LOADING (paq SPACING 1 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0,57 Vert(U „) -0.09 4-5 N999 240 MT20 165/148 TCDL 8.0 Lumber Increase 1.15 BC 0.66 Verl(TL) -0.16 4 -5 >•962 180 BCLL 0.0 Rep Stress Incr NO WB 0.95 Morz(TL) 0.03 3 n/e Na BCDL 8.0 Code IRC2008ITP12002 (Mainz) Weight: 68 Ib LUMBER BRACING TOP CHORD 2X4 DF No,1 TOP CI -IORD Structural wood sheathing directly applied or 2.9.1 oc puffins. BOT CHORD 2 X 0 DF S5 SOT CHORD Rigid ceiling directly applied or 10-0-0 0c bracing. WEBS 2.X 4 HP Stud REACTIONS piste) 1= 3498/0 -5.8, 3= 3498/0 -58 Max Horz 1= -66(LC 3) Max UpliR1.•789(LC 5), 3.- 789(LC 8) FORCES (Ib) - Maximum Compreselon/Maxlmum renxion TOP CHORD 1-2=-4379/983, 2-3=-43791083 BOT CHORD 1- 5= 790/3578, 4-5=-546/2497, 34 =- 781/3578 WEBS 2 -5=- 565/2523, 2- 4._56512523 • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4,8psf; BCDL= 4,8psf; Category II; Exp 0; enclosed; MWFRS (low -rise) gable end zone; cantilever lett and right exposed ; end vertical left and right exposed; Lumber COL-1.33 plate grip DOL.1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ilve loads. 4) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 780 lb uplift at joint 1 and 789 Ib uplift at joint 3. 5) Thle Truss la designed in accordance with the 2006 International Residential Code sections R502,11.1 and 8802.10.2 and referenced standard ANSIJTPI 1. 6) Girder carries de-in span(s)7 21-10-8 from 0-0-0 to 13-0-0 7) In the LOAO CASE(S) section, loads applied 10 the face of the truss are noted as Front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.15. Plate Increase =1.15 Uniform Loads (elf) Vert; 1- 3=- 515(F= -507), 1- 2.-43, 2 -3=-43 ZZ d 6818' °N ssna1 pwwnS WdLS :E 800 2 8 '2nV • "..73b I Truss 'Russ rype ' Qty Ply SIEvE MEYERS-SPtC 48 2768 • F KINGPOST 1 1 Job Reference iontion80 Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jr 3 2008 MiTek Industries, Inc. Fri Aug 08 15.22:41 2008 Pege 1 - 6-6-0 13-0-0 14-6-0 ! I 1-6-0 6-6-0 • 6-6-0 • 1-6-0 I a4. I I 1 3 ..• . ... . N.. . 7 40 r ''• ''-.. N ...... s..4,.... ...... V N .. ".... ‘.... X ..''... .." , r 'N s .... ''...... - -" vv. .. Gam ., y ... ..N.., wN... , / . ,' ..,". V .- ." / " / 4 ' yr, Zz' ,.." . N ....,' V ‘. ‘.■ .- 1 V ., s. . • •• ' ,. . :, 1 L : ss , 7 . <I ,... ) 7 .. 4, ....". „ .:..„ , ...:-.„., .... ......... ..... ..„ .... ___.. 20 :... 2'4 0-10-8 6-6-0 12-1-8 13-0-0 -- 0-10-8 5-7-8 5-7-8 0-10-8 . . PlaleOfficst_ql,'11 [4:0 ,. ........ .......... ..... .. . 4 . . .. ... .. . . . „ . . ......._._... LOADING (psi) SPACING 2 CSI DEL In (loc) 11de11 Ud PLATES GRIP TCLL 35.0 Plates increase 1.15 TC 0.53 Vert(LL) -0.01 7-8 P.999 240 MT20 18.5/148 TCDL 8.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.03 7-8 b.999 180 BCLL 0,0 Rep Stress Incr YES WB 0.55 HOlz(TL) 0.01 6 n/8 Ws BCDL 8.0 Code IRC2008/TPI2002 (Matrix) Weight: 138 lb ... .. . _.. .. . . L -- • - 4 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1 EICT CHORD Rigid c.ciling directly applied or 6-0.0 oc bracing. WEBS 2 X 4 HF Stud WEDGE Lett: 2 X 4 rip stud. Right: 2 X 4 Mf Stud REACTIONS (Ib(size.) 8=793/0-5-8, 6=798/0-5-8 Max 1-lorx 8-142(LC 4) Max Up11116= 5), 13=-228(LC 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/73, 2-3=-147/280, 3.4.-146/260, 4-5=0(73 BOT CHORD 2.8.-88/244. 7-6-0/388, 8.7.0/306. 4.8.-881245 WEBS 3-7•0/201, 3-8=-580/174, 3-8=-5801174 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-05; 90Mph: h-25:1; TCDL.4.8pSf; BCDL.4.8psf; Category 11; Exp C; enclosed: MWFRS (low rise) gable end zone; cantilever 1811 8,1(1 right exposed ; end vertical lett and dght exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This trues hes been designed for a 10.0 pot bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 Ib uplift at joint 8 and 226 Ib uplift at joint 6. 5) This truss is designed in accordance with thc 2006 International Residential Code sections R502.11.1 end R802,10.2 and referenced Standard ANSI/TPI 1. LOAD CASE(S) Standard I _ EZ 'cl 6E '0N ssnai punos WcILS:E 800Z . 8 .2nV Job Truss Truss Type lay Ply STEVE MEYERS -SPEC #8 • 2768 • FG GABLE 1 1 1 1 ..._ . , _ , Jah R e f e r e n c e ....... ... .. ...... ..._.. . _ .. -_. Summit Truss, St Anthony, ID, Mark Mangum 7.030 a Jan 3 2008IMMuTok Indust/lea, Inc. Fn Aug OA 16.22:41 2002 Page 1 13 -0 0 1 4 -6 -0 160 6-6-0 � I • 1 -6 -0 6 -6 -0 6.6.0 1.6.0 w,= I 7 . . ` \\' 9.001 ,/ era \' \ 6T2 s13 ••,. I: n n d q a a " a lj '3 t� �� * �'i'L �ii i� " 'i�a }�fi i i+ +d � ^ % %s i � i �ii✓ � +4 � 'i 4 � 1 1 0 .\" ` /' a SSK�IT3:7tii e 1 V;,....,,•,444, ♦t♦ .4 t• • 4•,i•.a ♦ 4r+♦ r: F. J4 ' \ � F— — _......-- ° 0 ° ........._.. _....... ).... 13 0 -0 I 3 -0 -0 10 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Inc) I /defl 1, /d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.92 Ven(LL) •0.29 6•9 Nr 180 MT20 1651148 TCDL 8.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.29 6 -9 nir 80 I BCLL 0.0 Rep Stress Ina NO WB 0.30 Horz(TL) -0.00 11 rva nla BCDL 8.0 Code IRC2006/TP12002 (Matrix) I Weight: 591b LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 10.0.0 oc purling. BOT CHORD 2 x 4 OF No./ BO r CHORD RIgId ceiling dlreclry applied or 6-0-0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (Ib /size) 1•81417.0•0, 13- 49217.0.0, 11-492/T04 0 Max Horn 13= 142(LC 4) ' Max Upl8tt12 =56(LC 5), 13 71(LC 5), 11=- 371(LC 6) Max Grav12= 614(LC 1), 13= 897(LC 9), 11= 897(LC 10) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/73, 2 -3 =- 249/642. 3-4 =- 199/698, 4-5=-1161811, 5-6 =- 116/611, 6-7=-1991698, 7 -6 =- 249/642, 8 -940/73 BO CHORD 2- 14= 506/295,13-14 — 508/295, 12 -13= 508/295, 11- 12=- 508/295.10.11= 508/295, 73-10= 508/295 WEBS 5.12= 713 /119, 4- 13= -491/232.3 -14=- 93/63, 6-11=491/232, 7 -10 =93/83 NOTES 1) Unbalanced roof live loads have been conaldered for this design. 2) VVlnd: ASCE 7-05: 90mph; 11=2511 TOOL 4.8per; f3CDL= 4.8psY Category II: Exp C; enclosed; M■FRS (low -nae) gable end zone: cantilever left end right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind Iota in the plane of the truss only. For studs exposed to wind (normal to the face), sec MiTck'Standard Gabic End Detail" 4) This muss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise Indicated. 6) Gable studs spaced at 2-0 cc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint 12, 371 Ib uplift at joint 13 and 371 Ib uplift at joint 11. 8) Non Standard bearing condition. Review (equired. 9) This nose Is designed in accordance with the 2008 International Reeldentlal Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • I j I 7 Z ' d 6828' °N ssnal liwwnS Wd8SYE 8002 '8 •2nd Job Truss I TibEIS Type Oty Ply STEVE MEYER'S:SPEC/RS 2768 .„ 01 1HIP 1 1 Jot Reference Loptionajl_ Summit Truss, StAnthany, ID, Mark Mangum 7.030 a Jon 2 2o0e MiTok Industries, Inc Fri Aug 0815.22:42 2005 Page 1 5-2-7 10-0-0 15-9-0 21-6-0 26-3-9 3 1-8-0 . • I • I - 5-2-7 4-9-9 5-9-0 5-941 4.9.9 5-2-7 34 • Sell — WI = a ...... .. ..4 ol. rEa *a Ea . • ...... .... _ , ..."..., „.„. .. / ...'... ,taii ....„,■::, 9.01 IP 10 NWIF N.::••". AK % el • a • "' •••••.::::•.., . . •...., .......: wa." , , :'...... NN „".,.." .s'■■ .„...." \*N„ "..........*:"".". ,..,::., . r ,i r,....: "".• '', •••• -... / riq —7 . ,..... . :/ a 45— •Iel = • 10-0-0 15-9-0 21-6-0 • 31-6-0 . 10-0-0 5-9-0 5.9-0 10-0-0 Hale Offsets 0(1: (1:0-0-3,Edgel,Ap-3-0,0-2-3) fE0-3-0,0-2-31.17:0-0-3,E401,190-3-0,0-3-01 ......_... .• - -------- LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ice) 1/dell Ltd PLATES GRIP TCLL 35.0 plates Increase 1.15 TC 0.48 Vert(LL) -0.18 1-10 7r999 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.63 Vert(TL) -0.44 1-10 >854 180 BCLL 0.0 Rep Stress Mar YES W6 0.26 Horz(TL) 0.10 7 nia nil 900(. 8.0 Code IRC2005,TP12002 (Matrix) weight 146 lb LUMBER BRACING ' TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 3-5.8 oc puffins, except BOT CHORD 2 X 4 DF No.1 2-0-0 oc puffins (4-8-9 max.) 3-5. WEBS 2 X 4 I-IF Stud BOT CHORD Rigid ceiling directly applied Of 9-10.1 OC bracing. WEBS 1 Row al midpl 4-10.4-8 REACTIONS (lb/size) 1=1600/Mechanical, 7=1600/Mechanical Max Herz 1=-209(1.0 3) Max Uplif11=-251(LC 5), 7.-251(LC 6) FORCES (lb) . Maximum Compression/Msocimum Tension TOP CHORD 1-2=-2460/408, 2-3=2134/356, 3-4=1677/349. 4-5=-1877/349, 5.6 6-7.-2480,408 BOT CHORD ' 1-10=428/1984, 9-10=-382/1938, 8-9.362/1938, 7-8-255/1984. WEBS 2-10=-3701223, 3-10.-60/670, 4-10=562/246, 4-9=0/130, 4-6=-562/246, 5-8=50,670, 64=-370223 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) wind: ASCE 7-05: flOmph; h=25ft: TCD1,=4.8p0!; BCDL-4.5psf; category II; Exp C; enclosed; MWFRS (low-rlse) gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate gnp DOL=1 .33. 3) Provide odeguate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to glraer(s) for truss to truss connections. 6) Provide mechanical connection (by others) of tru83 to bearing plate capable of withstanding 251 lb uplift at Joint 1 and 2016 uplift at joint 7. 7) This Suss is designed in accordance wilh INC 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, 8) Design assumes 4x2 (flat orientation) citrons 81 00 spacing Indicated. fastened to truss TC w/ 2-10d nails, LOAD CASE(S) Standard • S 'd 6EE '0N , ssrui liwunis Ad8c:E 8006 '8 .2nV Job Truss Truss Type sty Ply STEVE MEYERS -SPEC 88 2768 . G2 HIP 1 1 ......... ,,,• _ __ Job Reference (aptipnal)_. Surrlrnil Truss, St Anthony, ID. Mark Mangum 7.030 1 Jan 3 2009 MiTek Induslnos, Inc Fri Aug 0815:22.42 2008 Page 1 6-2-7 .... -�_ 12-0 1 19 -6 -0 , 25-3 -9 I 31 -6 -0 6 -2 -7 5 -9 -9 7_6_0 5-9-9 6 - 2 - 7 1 era - G°r. = e e.w iz �/ \ \• . • / M \ r- ea 6 uu \ ,/ ■ 11 1e i 5 7 FY' = � - 214 II m II w4- 1.4 .. �._ 8- 2- 7........- 12 -0 -0 . 19 -6-0 25 -3 -9 31 -6-0 .._.......__ 6 -2 -7 5 -9 -9 ' 7.6.0 5 - - 6 -2 -7 Plate Offsets (X, Y): [1 :0- 0 -13, Edge). 13: 035,Edgel.14:0- 1-6,Edoel, (6:0- 0- 13,Edgej LOADING (pap SPACING 2 -0-0 I CSI DEFL in (loo) 1 /den lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.73 Ve1(LL) -0.11 5-10 x999 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.25 5-10 x999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Herz(TL) 0.09 6 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 150lb LUMBER BRACING TOP CHORD 2 X 4 DF No,1 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purtins, except DOT CHORD 2 X 4 OF No.1 2 -0-0 oc puffins (4-4-12 max.): 3-4. WEBS 2 X 4 HF Stud 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. W1 2 X 4 DF No.1 WEBS 1 Row al nlidpl 3-5 REACTIONS (lb /size) 1= 1600 /Mechanical, 8.1600/Mectlanical Max Herz .1.•251(LC 3) Max Uplifl1=- 263(LC 5). 6= 263(LC 6) FORCES (ID) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 2515/ 2- 3=- 1967/388, 3.4 -- 1530/369, 4 -5 -- 19881368, 5-6= 2514/402 BOT CHORD 1 -11=- 337/1964. 10.11 ■- 337/1964, 9.10= 245/1530, 8- 9= 245/1530.7 -8 =- 23611964, 6-7=-236/1964 WEBS 2- 11-0/216, 2 -10= 533248, 3- 10= 76/422.3 =- 238239, 48= 56/422, 5.8= 532/249. 5-7 =0/215 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 9omph; h.258; TCDL•4.8paf; BCDL= 4.8paf; Category II; Exs C; enclosed: MWFRS (low -rise) gable end zone; cantilever Icft and right exposed : end vertical tell and right exposed; Lumber 00L =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water pending. 4) This hues has been designed for a 10.0 psf bottom chord live load noncalcurrent with any other live loads. 5) Refer to girder(s) for truss to truss cone cfions. 6) Provido mechanical connection (by others) of Iruas to bearing plate capable of withstanding 263 lb uplift at joint 1 and 263 lb uplift at joint 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11,1 and R802,10.2 and referenced standard ANSUfPI 1. 8) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard 96 'd 6E6E ,oN ..._....... ssnal }iwwnS Wd8S :8 8006 '8 1ny I _.._.. .._ ._....... Job Truss Truss Type 'Dry - j Ply STEVE MEYERS -SPEC #8 ' 2768 • 63 HIP 1 I 1 _._ . ...... _.. ...._�. .. _..�.._.__ 1 ,• Job Reference (Optional) Summit Trues. SI Anthony, ID, Mark Mangum 7 030 5 Jan 3 2008 MiTek Industries, Inc Fri Aug 08 15.2243 2008 Pegs 1 i .i _ 7-2-7 _.. � 14 -0 -0 � 17 -6 -0 24 -3 -9 31-6-0 - -_-1 7 -2 -7 6 -9 -9 3 -6 -0 6 -9 -9 7 -2 -7 foil = . sa • *0., : , ...... N...„... 4 e r r! 04 ...✓Tn '3303 i• 14 16 '..../ .. �. j 01--E to ,I 12 Ir 10 9 64. 2.1 II an= ant = • N4= 7n1 II 1-- . .. . .7-2. -7 ..... 1 14 -0-0 I 17 -6 -0 24-3-9 - -- I 31 -6-0 - -� 7 -2 -7 6-9 -9 3 -6 -0 6 -9 -9 7 -2 -7 Plate OBSe /s (X,Y): [1:0A 3:Edge1. 13:0.2 -0,EdgeL I4:0-3- 5,Edgel,15:0- 3-0,0 -2 -31 I6:0- 2- 0,Edgel, [8:0.0- 13.Edocl _......... , .. - -- LOADING (per) SPACING 2 -0-0 CSI DEFL in (toe) I/dell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.12 1 -13 ?999 240 MT20 185/148 TCDL 8,0 Lumber Increase 1.15 BC 0.65 Vert(TL) -0.24 1 -13 X999 180 BCLL 0.0 Rep Stress Ina YES WB 0.28 Horz(TL) 0.09 8 n/a n/a BCDL 8.0 Code IRC2006/fPI2002 (Matrix) Weight: 155ID LUMBER BRACING TOP CHORD 2 X4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 3-2 -2 oc pusins, except 80T CHORD 2 X 4 DF No.1 2-0-0 oc purfns (4 -11 -13 max.): 4-5. WEBS 2 X 4 HF Stud DOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. VWC-BS 1 Row at midpl 2 -12, 4 -10, 7 -10 REACTIONS (ID/size) 1= 1592/Mechanical, 8=1592/0-54 Max Horz 1= 292(LC 3) Max Uplif11a- 272(LC 5), 8.- 271(LC 6) • FORCES (114 - Maximum Compression /Maximum Tension T0P CHORD 1 -2 =- 2468/408, 2-3=-1792/338, 3-4 =- 1512/370, 4.5 =- 1340/377, 5.6- •1611/368, 6 -7 =- 1789/337, 7 -8 =- 2442/403 BOT CHORD 1 -13 =- 345/1914, 12- 13= _345/1914, 11.12. 129/1340, 10-11=-129/1340, 9-10 =- 221/1860, 8- 9= 221/1880 WEBS 2 -13= 0/264, 2 -12.- 705/294, 4- 12 = -11g/ 480. 4-18=- 285/282, 5-10.- 114/466, 7-10=-66W287. 7 -9 =0/278 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7 -05; 9071ph; h =26f1; TCCL= 4.Bpaf; BCDL.4.8psf: Category 11; Exp C; enclosed: M WFRS (row -nse) gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DCL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) This trues has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss 30 bearing plate capable of withstanding 272 ID uplln at joint 1 and 271 ID uplift at joint 8. 7) This truss is designed in accordance with the 2008 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1, 8) Design assumes 492 Olaf orientation) puffins e1 oe spacing Indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard • L 'd 6868' °N ssnal }iululnS Wd8S :E 8006 '8 '2ny Jab Truss Truss type Qty Ply S1'Ev8 MEYERS -SPEC AS 2768. G4 NOWE 3 1 Job Reference fooliona0 Summit Truss, SIAONOny, ID, Mel11 Mangum 7.030 s Jan 3 2008 MiTek Industries, InC. Fri Aug 0815.22A4 2008 Page 1 8 -0.15 15-9-0 I 23 -5 -1 31 -6.0 ,— 33-0-0 • I 1 8 -0 -15 ' 7 -8 -1 7 -8 -1 8 -0 -15 1 -6 -0 6uN • 1:M O 3 , • . 0 " .. ;i , . e a _ 8 -0.15 15 -9 -0 23 -5 -1 I _ 31_6 -0 8 -0 -15 7.8.1 7 -8 -1 8 -0 -15 Piste 01(11141 (,Y) : 11:0.0-13,Ed0el, a:0-3-0,0-3-41, I4:0-3-0,0-3-41, (5:0.0.13. Edge] [870-4-0,0-3-01 ------ -.- -..... __ .. __ .................... .. _..._.. - LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) I /deft lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.130 Vert(LL) -0.16 1 -9 >999 240 MT20 185/148 TCDL 6.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.32 1 -9 >999 180 BCLL 0.0 Rep Stress Inc YES WB 0.40 Horz(TL) 0.09 5 n/a n/7 BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 1441D LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc purlins, SOT CHORD 2 X 4 DF No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Slud'Except WEBS 1 Row 81 midpt. 2.8, 4.6 W12X4DFNo.1 REACTIONS pb /size) 1 +157910 -5.8, 51743/0 -5-8 Max Morz 1 =- 352(LC 3) Max UpliR1=- 276(LC 5), 5=- 368(LC 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2 =- 2381/403, 2.3•- 1831/384, 3.4.- 1830/388, 4- 5=- 2383/385, 5-6 =0/75 BOT CHORD 1.9.- 318 /1816. 6 -9 =- 318 / 1815, 7- 8= 18511796, 5.7 =- 184/1796 WEBS 2 -9 =01300, 3-8= 202 /963.4 -7= 0/306, 2- 8= 792/326, 4 767/307 NOTES 1) Unbalanced rod live loads have been for Nis design. 2) Wind: ASCE 7.05; 90mph; h.2511, TCDL 4.8paf; BCDL =4.Bper; Category II; Exp C; enclosed; MWFRS (Iow -riso) gable end zone; cantilever left and right exposed ; end vertical lelt and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Thle Was has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift al joint 1 and 36815 uplift el Joint 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ■ • 86 'd 686E •°N — ssnal 1 IwwnS Wd8S :8 2006 '8 •2nV . Job Tess Truss Type Oty Ply STEVE MEYERS -SPEC 118 "'" 2708 - 05 SPECIAL 1 1 Summit lYUea, 5t Anthony, ID, Mark Mangum "'" " -- - -• -- •• -- --• - Job Reterenwsoptlonaq 7.030 s Jan 3 2005 MITek Industries, Inc. Fn Aug 06 16:22:47004 Page 1 ! I_ -1_6.0 5.10 - 15 -9.0 i 20 11.9 28-6-13 I 31 -6 0 I 33 -0 -O 11 -6 -0 5 -10 -15 9 -10 -1 • 5 -2 -9 7 -7 -5 2 -11-3 1-6-0 6cb • 116 III • e 3.30!f'3 - \..N s '.1..07 01 \ \ 11 ' , ............. I* : :hr.,: ..."...> \W2, w 1 . 11 11 I = - \ /:' ° - • h l t \. • � e 41.1.f. m la am 2‘4 II La II aw ` - \ 1 / • 28.6 -13 F ____ 5 -10 -15 11 -5.0 I 18 -8 -12 26 -0 -8 2� -� -0 I 31 -6 -0 5 -10 -15 5 -8-1 7 -3 -12 7 -3 -12 0- 5- 82 -0 -13 2 -11 -3 'atsieorrsets (x,r): 12:0-2-15,0-1-1 21, MS:0-2- 8.0-2 -BL 117:0-2-8,0-2-121,119:0-34,0-1-31 LOADING (psf) $PACING 2 -0-0 CSI DEFL in (ioc) I /defl Lid PLATES GRIP TCLL 35,0 Plates Increase 1.15 TC 0.66 Vert(LL) .0.09 17 >999 240 MT20 185/148 TCDL B.0 Lumber Increase 1.15 BC 0.51 Vert(TL) - 0.21 16-17 >999 180 BCLL 0.0 Rep Stress trier YES WB 0.88 Horz(rL) 0.04 14 n/a n/4 • BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 1741b LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc outline. COT CHORD 2 X d DF No.1 SOT CHORD Rigid calling directly applied or 5-0-0 oc bracing. WEBS 2 X 4 HF Stud 'Except' WEBS 1 Row at midpt 0 7 - W4 2 X 4 DF No.1, WO2X4DFNo.1 REACTIONS (Ib /size) 2 =1398/0.5 -8, 14.2080/0.5.8 Max Horz 2.336(LC 4) Max Up1912 =320(LC 5), 14= 567(LC 6) • FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2.0/75, 2.3=- 1833/307, 3- 4._1731/322, 4.5- .1593/348, 5.6.- 1887/501, 8 -7 1105/299, 7- 8.- 718/1493, 6 -9.- 743/1286, 9-10=848/1409, 10 -11.- 296/612, 11- 12.0/73 BOT CHORD 2- 19••265/1391, 18 -19. -1/15, 16 -17 =- 42/818, 15. 16=01755, 13-14 = - 168/53, 11- 13= -481/347 WEBS 17- 18= 0175, 5-17 =- 420/241, 14-18>-2072/556, 9.15 =- 399/217, 3-10 = - 387/156, 17 -19= 282/1464, 3.17 =- 113/165, 6-17= 376/1113, 6-16= 61/183, 7 -16 =- 93/187, 7 -15= 2628/844, 13 15= 402/375. 10.13 =264/204. 10 028/506 NOTES 1) Unbalanced roof live loads have been considered for !his design. 2) Wind: ASCE 7 - 05; 90mph: h =25ft: TCDL= 4.8ps1: BCDL= 4.Spst: Category 11; Exp C; enclosed: MWFRS (low -rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live luads. 4) Provide mechanical connection (by others) of !fuss to beating plate capable of withstanding 320 Ib uplift al join) 2 and 587 Ib uplift at joint 14. 5) This truss is designed in accordance with the 2008 International Residential Code sections 8502.11.1 and R802.102 and referenced standard ANSI /TPI 1. LOAD CASE(S) Standard • 6Z 'd 6EZ8 • °N ssnu iwwns Wd85'8 8002 '8 .2nd I Job Truss Truss Type City Ply STEVE MEYERS-SPEC 88 2758 • Go SPECIAL 1 1 Job Reference (optional) • Summit Tame St Anthony, ID, Mark Mangum 7.0300 Jan 3 2008 Weis Industries, Inc. Fd Aug 08 15:22:45 2008 Page 1 1 1.7:123-0+_. 5-0-1 5 9-9-0 -I 1590 . 20-1 1-9 I 28-0-8 1 28-8-13 I 31-6-0 , • 1-6-0 5-0-15 4-8-1 6-0-0 • 5-2-9 5-1-0 2-6-5 2-11-3 1-6-0 s.r.v...1r a .., ' -....... L1 /10117 7 , 2'. ......:.::‘,....,..'::::„............... 1>' s.. "..........N...._ a:4F 2.9 11 r ...'.....:5 dlii, / . , 8 ■ ............. .<\*t - ..'.... 0>01... ..<>" \ h.* .... 1 \ s ..... , ,,... „. ..... :4 ii .z........ . ,:. •••• •>'. ......• . -- .....14:\ ...... ....• -_____ -___I . • N.,... . .. ....., ...:: :. ' N...,.... • I (*" .. .:..." 35= 18 IC ..!1= 1,4 II lool li 7514= • 2 8-6-1 3 5-0-1 5 - I 9-9-0 I 1 8-0-1 1 2 6-0-8 29-9.0 I 31-6-0 5-0-15 4-8-1 8-3-11 7-1 1-1 3 0-5-82-0-13 2-11-3 -- Plate otTagtS2c,n112:0 IB±3,Edge1.115:0 I LOADING (psi) • SPACING 2-0-0 CSI DEFL in (loc) Ude Ud . PLATES GRIP TCLL 35,0 Plater. Increase 1,15 TC 0.68 Vert(LL) -0.13 16-17 >999 240 MT20 105/148 Tcm 0.0 Lumber increase 1.15 BC 0.82 Vert(TL) -0.32 16-17 >980 100 EICLL 0.0 Rep Stress [nor YES VVB 0.88 Horz(7L) 0.04 14 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matiix) Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 DF NcL1 TOP CHORD Structural wood sheathing directly applied or 4-1 .2 oc puffins. BOT CI-IORD 2 X 4 DF No.1 BOT CHORD Rigid ceiling directly applied or 6-0-000 bracing. WEBS 2 X 4 HF Stud 'Except wEBS 1 Row at Mgt 6-15, 7-15 W32X4DF No.1, W8 2 X4DF No.1, VV1 2 X4 DF No.1 REACTIONS (Iblsine) 2.1396/0.5.8, 14=2001/0-5-8 Max Hor"4 2-338(LC 4) Max Up1M2=320(Le 5), 14=-567(LC 6) FORCES (lb) - Maximum Comprcssion/Maximum Tension TOP CHORD 1-2=0/75, 2-3=-16481305. 34=-20141378, 4-54-1820/399. 5.6.-2045/579, 8-7.-1112/291, 7.8-.725/1493, 841.741/1268, 9-10-,845/1409, 10.11.-296/612, 11-12-.0173 GOT CHORD 2-19..27211408, 18-19.-2/17, 16 15-18=0/747, 13-14=-166/53, 11-13.-4621347 WEBS 17-18=0/64. 5-17=-479/275. 14-15=-2072/556. 9-15=4081221. 3-19=507/170, 17-19=-295/1513. 3-17=01193, 6-17=-438/1315, 5-15=-44/221. 7-16=101/206, 7-15=-2612/843, 13-15=-402/375. 10-13=254/295, 10-15=626/604 • NOTES 1) Unbalanced roof live loads have been considered lot des design. 2) Vvind: ASCE 7-05; 9Ornpn; h=25ft; TCDL=4.8par; BCOL=4.8paf; Category II: Exp C; enclosed: MWFRS (low-nee) gable end zone; cantilever left end ngfd exposed ; end vertical left and nght expose(1; Lumber D0L=1.33 plate grip DOL=1.33. 3) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 lb uplift at joint 2 and 56716 uplift al joint 14. 5) This truSs is designed in accordance with 1118 2006 International Residential Code sections R502.11.1 and R602.102 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard , • .. .. • OE 'd 6EZE .°N ssnAi l!umns Ad8S:E 800Z '8 1nV Job T/uSS I Truss Type 10ty 1Ply STEVE MEYERS -SPEC if8 -' • 2768 G7 !SPECIAL 14 1 Summit Trues, Sl Anthony, ID, Mark Mangum I • -- �... 1 „Joh Rnference�o onall 7.030 s Jan 3 2008 Mi Industries, Inc Fri Aug 06 16:22.46 2008 Page 1 1 -1 . -6 -01 2-5- 3._1 9.10.13 , 15.9 -0 --♦ -- � 20-1 1 9 I 26 -0 -8 I 28 -6 -13 31 -6 -0 133 -0 -0 1 -6 -0 2 -5 -3 2 -0 -5 5 -5 -5 5 -10 -3 5 -2 -9 5.1.0 2 -6 -5 2 -11 -3 1-6-0 III • r eoo�, w, w \ \ s ID •115 IT .. I I a - 0-p = �w = r \. ti II _ • W a V a0-= 4 - tb � iw`` 2..„ 28.6.1'• \ I 2 -5 -3 1 4 -0 -0 , 11 -7 -13 18 -10 -3 1 I __...... - -... -I .... 26 0 8 ?. -.. -0 31 6 -0 2 -5 -3 1 -t3 -13 7.2-5 7-2-5 7_2 5 0-5-82-0-1 � ... ....._.._. +... - .... ---I 3 2 -11 -3 0 -5 -8 Plate Offsets (X,Y):--L9 0- 2= 0,Edoet.116:0-2 -8,0 -3.01, 120:0-2 -6,0-2 -121 LOADING (per) SPACING 2 -)-0 CSI DEFL in (too) Men Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.70 Verl(LL) -0.08 18 -20 >B99 240 M720 185/148 TCDL 8,0 Lumber Increase 1.15 Be 0.39 • Ve11(TL) -0.18 18-20 498 180 IaCLL 0.0 Rep Stress Incr YES WO 0.80 Horz(TL) -0.17 15 n/a No BCDL 8.0 Code IRC2006fTP12002 (Matrix) Weight: 171 Ib LUMBER - .......... _ . TOP CHORD 2 X 4 DF No.1 BRACING BOT CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. WEBS 2 X 4 MF Stud "Except' 007 CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, W102X4DFNo.1,W72X4DFNo.1 WEBS t Row atmidpt 520, &18 REACTIONS (Ib /size) 21 =1680/0_$8, 15.1820/0.5.6 Max Hor421- 338(LC 4) Max UpIm21 =481(LC 5). 15 =- 535(LC 6) • FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/73, 2 -3 =- 293/572, 3 . 4 ._870/1484. 4.5.- 916/1601, 5.6=- 671/193, 6- 7 = - 733/222.7 -8 =- 740/205, 6 -9- 729/1505, 9.10= 745/1281, 10.11 =- 849/1420, 11- 12=- 298/612, 12 -13 =0/73 • BOT CHORD 2- 22..453/343, 21.22'- 318/322, 19.20 =- 207/547, 18-19 = - 207/647, 17- 18= 43/508, 15-17=01482, 14-15= 148/51, 12-14=-460/347 WEBS 20 -21= 1654/472; 4-20=4321227, 15 -15 =- 1811/526, 10-10=-390/219, 3-22 =- 397/338, 20- 22 =-439/ 511. 3.20=- 564/680, 5.20 =- 2438/701, 5.18 =_188/244, 7.18._188/275, 7.17-- 73/178, 8.17 =100 /157,1 -16 =- 2277/803,14 -10= 410/378, 11.10 =- 636/508,11_14 =_286/$99 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wrnd: ASCE 7 -05; 90mph; 5 =2511; TCDL= 4.6paf BCDL=4.8psf; Category Ii; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33, 3) This trues has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss 10 bearing plate capable 01 wlthalanding 481 I5 uplift 01 joint 21 and 536 Ib uplift 81)oint 1.5. 5) This truss is designed in accordance with the 2006 Inlematlonal Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE(5) Standard • l8 d 6828 oN _ -.. ssnal ;iwwng 1/11d65 8 800 2 8 'end Job Tnffi8 ITruBB Oty Ply STEVE MEYERS- SPEC88 2788 . GB SPECIAL 1 1 Job Referen o (optional) .... .._..._ Summit lTUas, Si A nU,oriy, ID, Marc Mangum ' ' 7.030 s jan 3 2008 Welt Industries, Ina Fr • Aug 03 15'22 2008 age 1 - 6 -1.8 � 11-4 -1 16 -5 -0 1 18 - 11 -5 � 21-10-8 � . 6_1.8 5.P_9 5 -1 -0 2 -6 -5 2 -11 -3 2a1e. 2 - 1 1 - . . . . . . . . 1'1 1N II / \ ` 041 \.... \ k " : \ 11 24 \\. \ .. 6 �' \ \\ •\ T 6 - _ 'S ' :z w I®1 o a er4 = V II 14= 8 -9 -3 16 -5 -0 � 18 -11 -5 21 -10.8 8-9-3 7 -7 -13 2 -6 -5 2 -11 -3 _._ Plate Offsets X,Y (): 14:02-0LEd061. (7:0-0- 11,0321.110:02- 8,0.3 - 01,112:03 -0 L 113:0.48,0.1 -8 - ._.... LOADING (psf) SPACING 2 - 0 - 0 CSI DEFL in (lot) I /defl Lld PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.76 Ven(LL) - 0.17 10 3.999 240 MT20 135/148 TCDL 8.0 Lumber Increase 1.15 BC 0.57 Vert(TL) - 0.33 10 2778 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) -0.20 14 n/a n/0- BCDL 8.0 Code IRC2006/TP12002 (Matrix) Weight: 123 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 3.2 -7 oc purling. except end verticals. BOT CHORD 2 X 4 DF No.1 BOT CHORD Rigid telling dlreody applied or 10-0-0 oc bracing. WEBS 2 Stud 'Except* WEBS 1 Row atmidpt 2 -13 W62X4DFNo,1, W52X4 CIF NO,1 REACTIONS (Ib/sice) 7.1095/0 -5.8, 14 =1098!05.6 Max Horz7 =442(LC 3) Max Uplift7 =191(LC 6), 14=- 217(LC 6) . FORCES (lb) - Maximum Compression /Maxi/Aunt Tension TOP CHORD 1.2.228/182.2 -3.- 1130/319, 3-4 =- 3071/853, 4- 5 =- 3204/837, 5.6 =- 3119/722, 6-7 =1685/285. 1314 = - 10961217, 1- 13=- 307/185 BOT CHORD 12- 13=189/576, 11- 12 =- 1691578,10-11 =346/1194, 84. 7 - 8=462/1297 WEBS 940 =0/39. 310= 320/192.2 - 11 =236/901.3 - 11= 708 / 357. 3 = 616/1956, 8 6.10 = 338/1257, 6.8= 947/301, 2 13= 806/196 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph: h =2511; TCDL .4.13pef; BCDL =4.Spef: Category 11: Ex) C; enclosed; M WFRS (low-rise) gable end zone; cantilever lett and right exposed ; end vertical lett end fight exposed: Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live land nonconcurrent with any other live loads, 4) Bearing at joint(*) 14 considers parallel 10 grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of buss to Dearing plate capable of withstanding 191 lb uplift a1 joint 7 and 217 Ib uplift at joint 14. 6) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 end referenced standard ANSI/rPI 1. LOAD CASE(S) Standard zE - - d 6EZE . °N ssnu } s Wd 6S : E 8002 S d !Job TRIES 'Trus Typ fay Fly • TEVEMEYERS- S 2788 - G9 !SPECIAL 4 1 Job Reference (optional) ,,..__•, Summit Truss, St Anthony, ID, Mark Mangum 7 030 s Jan 3 2006 MI Teo Industries, Inc. Fn Aug 081522:47 2008 Page 1 5 -9 -0 10 -11 -9 16 -0 -8 18 -6 -13 21 -6 -0 5 -9 -0 5 -2 -9 5-1-0 2.6.5 ' 2.1 1-3 ao,,w..73. I V .„ ,,,. . a \��.� ar I I; "0— n t, +, I I ill Js, ii 4e11 = 8-4 -9 I _16 - - , 18 -0 -13 21-6-0 I 8 -4-9 7 -7 -15 2-6-5 2-1 1-3 - Plate ORSe3„ (X,Y) _2-2.O,Edgel, [10:0. 2.8,0.3.01, [12:0.1- 12,Cdge), [13:0.4- eo ..a1 , .... , _____ LOADING (pet) SPACING 2-0-0 CSI DEFL In poc) Vden Lid PLATES GRIP TCLL 35.0 Platos Increase 1.15 TC 0.71 Vert(LL) -0.16 10 >999 240 MT20 1651146 TCDI- 8.0 Lurnber 1,15 BC 0.56 Vert(TL) -0.3310.11 >775 180 BCLL 0.0 ' Rep Stress [nor VES WO 0.73 Horc(TL) -0.21 14 n/a n/a 6CDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 121 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc patine. except end verticals. BOT CHORD 2 X 4 DF No.1 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. . WEBS 2 X 4 MP Stud 'Except' WEDS 1 Row of midpl 1 -14, 2 -13 W6 2X. 4OFNo.1 REACTIONS (tb /sige_) 7= 1078/0 -54 14= 1077/0 -58 Max Her27-- 446(LC 3) Max UpIIR7 — 187(LC 6), 10- 218(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 192/172, 2- 3= 1086/310, 3-4- 3000/839, 4-5 =- 3134/823, 5.6 =- 3050/708,1 -7= 1654/278, 13-14= 1077/218, 1- 13=- 2721172 ROT CHORD 12.13 - 091/542, 11 -12 =- 191/542, 10.11 - 350/1155, 8- 9=- 10143, 7- 6=- 362/1271 WE 135 9-10 = 0/39,5-10=- 316 /191.2 -11 -- 237 /896.3.11 --795/358,3.10- •81W1927. 8.10 +. 450/1567, &10=- 34011225,6 -8 =- 927/302,2 -13 =- 904/197 NOTES 1) Unbalanced roof live_ Io.ids have been considered for this design. 2) Wind: ASCE 7.05; BOmph; h -258; TCDI; 4.8psf: BCD4= 4.8psf; Category II: Fxp 0: enclosed; MWFRS (low -rise) gable end zone; cantilever left and rignt exposed ; end vertical len and right exposed; Lumber DOL -1.33 pule gdp DOL -1.33. 3) This truss has been designed for a 10.0 par bottom chord Ilve load nonconcurrenl with any other live loads. 4) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle 10 grain formula. Building designer should verify capacity or bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 Ib uplift at joint 7 and 218 Ib uplift at Joint 14. 6) This truss is designed in eecordence with the 2006 International Residential Cade sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(5) Standard • 8 8 'd 68 '°N . ssnAi 4IwwnS Wd6S•8 800 2 ' 8 , 2nV ..— Job Truss Tads Type • IQty Pry Slays MEYERS -SPEC p8 — ... 2768 610 HIP 1 1 • Job Reference (optional Summit TCUSS, St Anthony, ID, Men( Mangum 7.030 s Jan 3 2008 MITeit Indusltes, Inc. Fri Aug 0815:22:482008 Page 1 4 - 0 ' 0 _ ... .. 7 -6-0 14.3 -9 21.6.0 4 -0 -0 3 -6-0 • 6 -9 -9 7 -2 -7 • 04= Bar- 1.413.4 Sxi = �•` '' . '\.,. N. ..„J�, 3113 . ., S. @ ` �. • - '." \ N � Ya .. i \. .. \ \``.� CM 9 0 r Std = Tal = 8x1= N4 II 4e13 ,. I ... 7 - - .... s.......... - 1 21 -6.0 l 7 -6-0 6 -9 -9 7 -2 -7 Plate Offsets (X,Y): [2:0- 3- 5,Edgel. (3:0-3-0.02 „s); [13:132- 4Edge1, [13.1390,0-.41 - -., — ..... LOADING (psi') SPACING 2 - 0-0 CSI DEFL In (Ioc) I /dell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 1C 0.60 Vert(LL) - 0.10 6 - 7 >999 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.20 67 >599 180 BOLL 0.0 Rep Stress Inc( YES WB 0.53 Horz(TL) 0.03 8 n/a n/a BCDL 8.0 Code IRC2006/rP12002 (Matrix) Weight: 1191b LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 4 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.1 and 2-0-0 oc purlins (6-0-0 max.): 2 -3. WEBS 2 X 4 HF Stud BO T CHORD Rigid ceiling directly applied or 104) oc braclng. WEBS 1 Row al midpl 3.9.5- 9,1 -10, 2 -10 REACTIONS (Ib /size) 0.1086ITl chanical, 10= 1086,0 - 6 - 8 Max Harz 10 =-405(LC 3) Max Up18t6 =188(LC 6), 10 =- 197(L( 8) FORCES (Ib) • Maximum Compression /Maximum Tension Top CHORD 1,2.-117/169, 2.3 =- 599/254, 3.4 = - 715/219, 4-5 = - 893/187. 56=- 15681260, 1.10 -- 175/180 BOT CHORD 9-10 =- 132!370, 8- 9- •105/1170, 7 - 105/1170, 6 - 7 =105/1170 WEBS 2- 4)= 176/678, 39 =- 1091138, 5.9 =_709!297, 5.7= 0/264, 2 - 10=920/262 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05: 90mph: h.25ft; TCDL =4,8paf; BCDL= 4.8psf; Category II; Exp C: enclosed: MWFRS (low-rise,) gable end zone; cantilever left and night exposed ; end vertical !aft end right exposed; Lumber 00L =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 paf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girders) for !ruts to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift a1 joint 0 and 197 lb uplift at joint 10. 7) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and 8802.10.2 and referenced standard ANSIfrPI 1. 8) Design assumes 4x2 (fiat onentallon) purlins at oc spacing indicated, fastened to truss TC w/ 2 - 10e nails. LOAD CASE(5) Standard till 'd 6E68 ' °N ssnAi ;iulwnS Wd6SY8 8006 '8 '2nd M - "' — °" PI STEVE MEYERS -SPEC 98 JOb s5 Truss Type Qty Y 2708 • SPECIAL 1 1 1.011 — Job Reference (optional) Sur Mit Truss, 5I Anthony, I. Mark Mangum 7.030 5 Jan 3 2008 MITek Industries, Inc. Fd Aug 0815:22:48 2008 Page 1 • 4 -10-12 ; - -- 9- 6- 0.�_.... 15-3.9. .. 21.6.0 ..._ ... - . - 4-1 0-12 4 -7-4 5 -9 -9 6 -2 -7 Sxf = I ]M II _ 771 Ni NCI „ -- n a r �. • N., �\\, .,..',,,• �. \. .col 6 �a • N•5 NI w \ `, M . e W3 N N: ' ' 1 - _ MI r 6 M = 04 = 20 II ]6 .� 9-6-0 15.39 I 21.6.0 .. 9-6-0 5-9-9 6 -2 -7 Plate Ofrse( .Y); [3:0- 3- 0.0 -2 -31 [5:0-1- 15,0.1- 81.17:0.4- 0� =3-0) , _ _.... . - LOADING (par) SPACING 2.0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.18 7 -8 >999 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 8C 0,55 Vert(TL) -0.39 7 -8 >048 180 BCLL 0,0 Rep Stress Incr YES WS 0.57 Horz(TL) 0.03 5 n/a Wu BCDL 8.0 Code IRC2006/fP12002 (Matrix) Weight: 1131b - LUMBER BRACING TOP CHORD 2 X 4 OF No.1 TOP CHORD Structural wood sheathing directly applied or 4-744 oc pudirm, except cnd verticals, DOT CHORD 2 X 4 DF No.1 and 2.0 -0 oc purlins (8.0 -0 max.): 1 -3. WEDS 2 X 4I-IF Stud BOT CHORD Rigid ceiling directly applied or 10.0 oc bracing. WEBS 1 Row at mldpl 1 - 8, 2 - JOINTS 1 Brace at Ate): 1 REACTIONS (IWalze) 8= 1077!0.5 - 8, 5= 107710 - 5 - 6 Max Horz 8= 321(LC 3) Max Uplift8=- 238(LC 3), 5=- 180(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 - 8= - 187/88,1 - 2== 73/101, 2 - 3. - 747/244, 3 =_10391220, 4.5 = - 15781255 BOT CHORD 7- 8=- 93/510, 6.7= 114/1185, 5 114/1185 WEBS 2- 64-951/208, 2- 7= 124/474, 3.7= 01186, 4.7 = - 585/252.4-8.0/185 NOTES 1) Unbalanced roof live loads have been considered For this design, 2) W ndr ASCE 7 - 05; 90mph; h =25fl: TCDL= 4.8psf; BCDL•4.Bpsf; Category II; Exp C; enclosed; MWFRS (low -rlae) gable end zone.; cantilever left and right exposed ; end vertical loft and right exposed: Lumber DOL =1.33 plate gulp DOL.1.33. 3) Provide adequate drainage to prevent water pondinp. 4) This truss has been designed for a 10.0 psf bottom chord live load nonc0ncurrent with any other live loads. 5) Provide mechanical connection (by others) or truss 10 bearing plate capable of withstanding 238 ID uplift at joint B and 160 lb uplift at joint 5. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Design a ssumes 4x2 (flal orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard • • _ J S8 d ......._ 68Z8' °N ssnjl ;iwwns Wd6S :8 8002 '8 Iny 27� TrusB Trussrype ON Ply STEVO MEYERS - SPEC Job • G12 SPECIAL 1 1 Job Reference (optional) ... .. .._. _._ .. .. .._ .... ._ _�._ Summit Truss, St Anthony, 10, Mark Mangum - 7.. 0330 s Jen 3 2006 MiTek Industries, Inc Fn Aug OB 15'22: 2008 raQe 1 5 -10 -12 i __ 11 -6-0 I 16 -3 - 9 I... 21_8 -0 I 23 -0 -0 I I 5 -10 -12 5 -7-4 -. 4-9-9 5 -2-7 1-8-0 ` cam. -117r i 5.5- M•1 II M. C47 ... rte 1 r '.1 _... - - - -.>1 . I wi - \ \:N.„ wr, 11.0312L. i' i / i e yA- Ca II M- 3Ae_ kme \� 5 -10.12 . .. I 11 -6 -0 .-•• I - 21-6-0 l — 5-10-12 5 -7-4 10 -0 -0 Plate Offsets (X,Y): 13:0.3 - 0.0.2 -31, 15:0•0-3,Edg 1 .._ _... .... _• .•• .....-- LOADING (psi) $PACING 2-0-0 CSI DEFL In (loc) I /deb Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.50 Vert(LL) - 0.17 5-7 >999 240 M'rzo 1135/1 TCDL 8.0 Lumber Increase 1,15 BC 0.51 Vert(TL) - 0.38 5 '674 160 BCU. 0.0 Rep Stress Incr YES WS 0.45 I•lorc(TL) 0,03 5 n/a n/a BCDL 8.0 Code IRG2005/TP12002 (Matrix) Weight: 112 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 4-11 -7 oc purling, except end verticals, SOT CHORD 2X 4 OF No.1 and 2-0-0 oc punins (6 -0.0 max.): 1 -3. WEBS 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 10 - 0.0 oC bracing, WEBS 1 Row at midpt 1 -10, 2 -10 JOINTS 1 Brace at Jt(s);1 REACTIONS (lb/etze) 104107105.6, 5 =124010 -5.8 Max Harz 10 =- 265(LC 3) Max UpIif110=- 237 (LC 3). 5 =- 270(LC 6) FORCES (lb). Maximum Compression /Maximum Tension TOP CHORD 1- 10 =- 219/92, 1 -2.- 51186, 2- 3 = -888 /232.34= 1177/221, 45 =- 1534/255, 5.6 '.0/75 BOT CHORD S-10 =- 70/721.3.9 =- 70/721, 7.6.- 70/721, 5 104/1164 WEBS 2 -1 1050240, 2 - =0/160, 2-7=-721312, 37= 0/247, 4.7 =- 378/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; BOmph; h=25r1: TCDL.4.Bpsf; BCOL =4.8psf: Category 11; Exp C: enclosed: MWFRS (low -nse) gable end zone: cantilever Iefl and right exposed ; an vertical left and tight exposed: Lumber DOL =1.33 plate grip DOL. 3) Provide adequate drainage to prevent water ponding. . 4) This truss has been designed for a 10.0 paf bottom chord live load nonconcurrerit with any other live loads. 5) Provide mechanlCal connection (by others) of truss to bearing plate capable of withstanding 237 Ib uplift at joint 10 and 270 Ib uplift al joint 5. 6) This truss Is designed in accordance with the 2006 International Residential Code, sections R502.11.1 and R802.10.2 and referenced standard ANSI/iP) 1, 7) Design assumes 4x2 (flat orientation) punina at oc spacing indicated, fastened to trues TC w/ 2 -106 nails. LOAD CASES) Standard k 9C ... 6828 ',N ssnal l iwwnS Wd6S :E .. 8002 '8 '211V 1 - "r - I STEVE MEVERS -SPEC see -� Job Truss ;Truss Dry Ply ' 2768. G13 SPECIAL 1 .. ........ ......-- --, -- Job Reference (optional) .- ... '1.5:0719.2008 Summil Truss, SI Anthony, ID, Mark Mangum 7.030 8 Jan 3 2008 MiTek Industries, inc. Fn Page 1 4 -7 -12 9 -1 -12 , _,13 -6 -0 17.2.1 21 -6 -0 23 -0 -0 I I I ' 4 -7 -12 4 -6 -0 4-4 -4 3 -8 -1 4 -3.15 1 -8 -0 ! I•1:77 as :,a - m - se= eel I®I EN = ......... C -1 1571 ' rl CO 4. . ..\\ :a .� as 0/ �, :44 u aaa z i I Ewe I, .._ CBI QIN rim= in a a L=•• r .61S7 0401II40= es= Srs.w �....J • 4 -7 -12 9 -1 -12 13, -8 -0 ....... 21, 6 -0 i• I 4.7.12 4 -6 -0 4 -4-4 8 -0 -0 Plate Off (X,Y); [4:0.3.0,0.2 -31, (6:0 -3. 8,0.2- 61.18;0-4.0,0 4-81 (11;0-3 -8,0 01 , LOADING (p8q SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lid I PLATES GRIP TCLL 35.0 Plates Increase 1,15 TC 0.56 Vert(LL) -0.13 8-10 ?999 240 MT20 165/1d4 TOOL 8.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.22 8-10 >999 160 BOLL 0.0 Rep Stress Incr NO WB 0.92 I•lorz(TL) 0.07 6 We n/a BCDL 8.0 Codo IRC2006/YFt2002 (Matrix) Weight: 123 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 3-2 -7 oc puffins, except end verticals, BOT CHORD 2 X 6 SPF No.2 and 2 -0.0 oc puffins (3.9 -2 max,); 1-4. WEDS 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 7 - 8.0 oc bracing. WEBS 1 Row at midpt 2 -12, 3-11 JOINTS 1 Grace al Jt(s); 1 REACTIONS (Iblelze) 12= 2796/0-5.8. e- 248910-5-6 Max Horz 12=232(LC 3) Max Uplift12 =957(LC 3), 6 =- 776(LC 6) FORCES (18) - Maximum Conlpressiun /Maximum Tension TOP CHORD 1 -12= 99142.1 -2> -38172, 2 3.- 1997/728, 3-4 =2812/986, 4- 5=-- 3499/1184.5 -6 =_3746/11(35, 6.7 =0180 1307 CHORD 11- 12=- 59511997. =- 859/2910, 9.10 = - 85912910, 8- 85912910, 66 =- 675/21384 WEBS 2 -12= 3002 / 1025, 2 -11 =765/2072. 13981493, 3-10=- 397/089, 3-8 =- 284 /137, 4-8 =- 581/1810. -8 =- 201/128 NOTES 1) Unbalanced roof live Ioade have been considered for this design. • 2) Wind: ASCE 7 -05: 90mph; 9 =258; TOOL =4.Spsr; BCDL =4,6psF Category II; Exp C: enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vortical left and right exposed; Lumber DOL.1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) This trues has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live Ioade. 5) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 957 Ib uplift at joint 12 and 77618 uplift at joint 6, 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standarJ ANSI/rPI 1. 7) Girder carries hip end with 8-0.0 tight aide setback, 0 left aide, setback, and 8-0-0 end setback. 8) Design assumes 4x2 (flat orientation) outline' at oc spacing Indicated, fastened 10 truss TC w/ 2 -104 nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 884 Ib down and 366 Ib up at 13-6-0 on bottom chord. The deaIgNaelectlon of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the (ruse are noted as front (I) or back (8). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1,15, Plate Increase=1.15 Uniform Loads (Of) Vert 1-4=-43(F=43), 4.7 -• 36, B•12-- 212(F= -196), 6.8 =18 Concentrated Loads (Ib) Vert; 8 -884(F) • LE d 6828 ''N _._. ssnAI } lawnS Wd00 : 8002 '8 '211y 411111 - -• Job " Trues I Truss Type • Oly Ply STEVE MEYERS -SPEC 88 27680, G13FIl GABLE 1 I 1 Summit Truss, SI Anthony, ID, Mark Mangum Job Reference (opnanap_ 7.030 s Jan 3 2008 M(Tek Industries, Inc. Fri Aug 08 15:22.50 2008 Page 1 • 5-9-4 1 j 3.5 -8 _ 5 -9-4 7 -8-4 ssa • apyy. IA3.3 a S I4A•IIJ • L 1 • 2 r - e I 7 % .Ti ^ I • •._ I a ��„9 ii �'I•�bi�.7�•�A • wi tii r ;i. O i i ; , �± i✓i► �a,�• ��..�yit'`.ii�i • 4 y u . A.•GL.w+�ArS.. � a'�1.!�.ww�i�w.w...a! - .'£t i . .� a1d 3 1 - 13-5 -8 13 -5 -8 LOADING 3 t) SPACING 2-0.0 CSI DER. In (loc) Vdef LJd PLATES GRIP Pfatea Increase 1.15 TC 0.25 Verl(LL) Na - Na 999 MT20 1851148 TCDL 8.0 Lumber Increase 1.15 BC 0.11 Vert (TL) BCLL 0.0 Rep Stress Incr YES We 0,19 �) .0 - n/a 999 Hort BCDL 8.0 Code IRC2006/TPI2002 (Matrix) (TL) 0.000 8 n/a Na Weight: 871h LUMBER TOT CHORD 2 X 4 DF No.1 BRACING T OT CHORD 2 X 4 DF Na.t TOP CHORD Structural wood sheathing direrlly applied or 6-0-0 oc puntna, except end P WEBS 2 X 4 HF Slutl BOT CHORD Rigid ceiling directly applied or 10 -0.0 nc bracing. OTHERS 2 X 4 HF Stud WEBS 1 Row at midpl 4-12 REACTIONS (Ib /site) 15= 117/1358, 8 =85/1358, 12129/1358, 9=210/13-5-8, 10= 207/13.5-8, 11.188/13.5 -9, 14= 204/13-5 -8, 13= 189113.5.8 Max Hors 15 =- 325(LC 3) Max Up11815 +.17(LC 3). 0=- 241(LC 4), 12 =76(LC 3), a =- 168(Lc 8), 10=-18i (LC 6), 11 =113(LC 8), 144.272(10 5), 13= -78(LC 5) Max Crav15= 117(LC 1), 8- 303(10 3), 12= 438(LC 6), 9= 210(LC 10). 10- 207(LC 1), 11= 194(LC 10), 14= 209(LC 9), 13= 192(LC 0) FORCES (Ib) - Maximum Compression /Maxlmurn Tension TOP CHORD 1 -2.. 84/51, 2-3 =- 93/226, 3-4= 81/324, 4-5 =- 91/341, 5 .8= _198/306, 5-7 =- 303/319, 7 -0=- 399/338, 1- 15= _97/44 BOT CHORD 14 -15•- 218/270, 13-1 =- 218/278, 12- 13= 218/278, 11- 12- .218/278, 10- 11=- 218/278, 0-10= 218/278, 8.9= _218/278 WEBS 4- 12= -426/95, 7.9•- 187/173, 8-10 =- 177/203, 5-11 =- 163/131, 2- 14•.180/245, 3 13=- 161/109 NOTES 1) Unbalanced roof live loafs have been considered for this design. 2) Wind: ASCE 7 -05: 90mph; h =259; TCDL= 4.8psf; BCDL=4.epsr; Category II; Exp C; enclosed; MWFRS (low -rlse) gable end zone; cantilever len and nghl exposed ; end vertical len and right exposed: Lumber DOL =1.33 plate grip DOL -1.33. 3) Truss designed for wind loads In Ilia plane of the truss only. For studs exposed to wind (normal to the face), see MMTe( "Standard Gable End Detail" 4) This truss has been designed for a 10,0 pal bottom chord live load nonconcurrenl.with any other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable sada spaced at 2 -0.0 oe. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 Ib uplift at joint 15, 241 Ib uplift at joint 0, 7(3 Ib uplift at joint. 12, 188 Ib uplift at joint 9,181 Ib uplln atjolnt 10. 113 Ib uplift at joint 11, 272 Ib uplift at joint 14 and 78 Ib uplift at joint 13. 9) TNa truss is designed in accordance with the 2008 Inlernationai Residential Code sections R502.11.1 and e802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard ' le 88 d 6�Z8'�N — ssnjl ;iwwng — Wd00 ti 8002 '8 end Jab Trues Truss Type Oily Fly STEVE MEYERSSPEC p8 271E4 IG SPECIAL 1 - �° 2 Job Reference o Summit Truss, St Anthony, ID, Mark Mangum (pGOna)__ -.. - „ 0 7.030 e Jan 3 2008 MiTck Inoustnes, Inc. Frl Aug 05 15:22:50 2005 Page 1 e i____, 6 - 1 11.10-12 _ 1 17.9.4 23.8:0 ....._. 27 -3 -9 i 31 -8:0 1 6 -0-4 5 -10 -8 5 -1 5-8 -12 1 3.9 -9 4 -2 -7 acre _ 1.51.0 JY. ff „n= 30-= 3r.= 3s1= "" 0 7;1 M1•� � _...:n r . .. IS'J rite L') F'Ic rift M..,,r 1 11s e " / / \\\\ . \,..\\ w)///2 i ....r \ , N '• P i/ \ ��. • /� , i ce \ �\`' �� _. 1 71,11= 3,11 - 11 = i- • 3 4 en! -•-" . 6. -0- I 11.10 -12 _ I 17.9 -4 23 -6-0 I 31 -0 -0 1 6 -0 -4 5 -10 -8 5 -10 -8 5 -8-12 8 -0 -0 PIale Offsets MY): ( 16:0-3-0,0-2 -31, l3:03- 7,Eggej, [13:0- 3.6,0 -1 -8] _ oc) (l LOADING (psi) SPACING 2-0-0 CSI DEFL in 1 /deft Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.69 Vort(LL) -0.25 8-9 >999 240 MT20 185/144 TCDL 6.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.45 8-9 >840 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(rL) 0.12 8 We n/4 BCDL 8.0 Code IRC2000ITPI2002 (Matrix) Weight: 305 lb LUMBER __.... I _,_ _.. TOP CHORD 2 X 4 DF No.1 BRACING TOP CHORD Structural wood sheathing directly applied or 4.5.11 DC purlins, except end verdcala, SOt CHORD 2 X 4 SPF 2100E 1.8E end 2 -0-0 oc pumas (•6-10 max.): 1 -6. WEBS 2 X 4 1IF Slud SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEDGE WEBS 1 Row at midpt 2 -14 Right: 2 X 8 OF SS JOINTS 1 Brae; at JI(s): 1 REACTIONS (Ib/si ;e) 14= 3982/Mechanical, 8= 3982/Mechanics! Max Horz 14=- 215(LC 3) Max Upiill14-- 902(LC 3), 9=-81/ (LC 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -14 =- 247/95, 1- 2= 96/84.2 -3=- 3720/888, 34 =_5675/1356, 4- 5= 5875/1356, 5-6 4519 / 1035, 6-7 =- 5583/1219, 7- 8••5882/1230 BOT CHORD 13.14 +_734/3720, 12- 13= 1158/6627, 11- 12=- 1158/5827, 1 0.11 =- 1150/5627, 9-10 =- 1203/5875, 9-9= 071/4801 WEBS 2 -144- 4888/1108, 2_13 =- 544/2759, 3-13= 2568/582.3 -12 -- 155/1001, 3.10= 00/336. 5.10 =- 144/755, 5-9 =- 1945/435, 69 =541/2639, 7.9.443/178 NOTES 1) 2 -ply truss to be connected together with 104 (0.131'713") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as fallaws: 2X4 1 row at 0-9.0 oc. Webs connected as follows! 2 X 4. 1 row at 0.9-0 oc. 2) All loads are considered equally applied to 811 plies, except if noted as front (F) or back (D) lace in the LOAD CASES) section. Ply lo ply connections have been provided to distribute only loads noted as (F) or (B), unless othhelwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7- 051 90mph; h =25R; TCDL= 4.8psF BCDL= 4.epsr; Category II; Exp C; enclosed: MWFRS (low.rise) gable cnd zone; cantilever len and right exposed ; end vertical len and right exposed; lumber DOL =1.33 plate grip DOL41.23, 5) Provide adequate drainage to prevent water ponding, 5) This miss has been designed for a 10.0 par bottom chord live load nonconcufrenl with any other live /Dads. 7) Refer to girder(s) hr Inks to truss connections. 8) Provide mechanical connection (by others) of Russ to bearing plate capable of withstanding 902 Ib uplift al join( 14 and 811 Ib uplifts et Joint 8. • 9) This Russ is designed in accordance with the 2006 International Residential Cude sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Girder carves de-In span(s): 8.0.0 from 0-0 -0 to 31 -60 11) Design assumes 4x2 (flat orientation) purlins 81 oc spacing indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard 1) Regular: Lumber lncrease./.15. Plate Increase =1.15 Uniform Loads (pi) Vert 1- 6= -86, 5-8=-88. 8-14 168( 6E 'd 6828 ' °N ssrui } iwwnS Wd00:17 8001 '8 '211d _..._. i I -" ,lob Truss Truss Type 'City ply STEVE MEYERS -SPEC S8 ■ 2768 GFIL GABLE 1 1 . • Job Reference (optional) Su�mitTruss, StAntnony, ID, Mark Mangum 7.030 s Jan 32 408 MITek Industries, Inc Fn Aug 0815:22:51 2008 Page 1 e -- 7 -8.4 I 15 -4-8 I • 7 -8-4 7 -8 -4 Sods • r.r9ra D . 1 d 'MATE r r r• R • e 7. y _ :; 7 f•� i� O�Di ♦ 4 ; ig;it' ♦ �t4:451:4 �, 2r �i :gi�'� k i ::-MJ : 34;FP � *- 7� i s . 1 gi d w9w 4��� �.�a.wV � O.�:o.w�S.? w+ � T;>':. � ..�..'Aa' 34 G e4 �.... 15 -4 -8 I 15 -4 -8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (toe) 1 /deb Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.00 Ven(LL) n/a - n/a 999 MT20 185/148 TCDL A.0 Lumber Increase 1.15 BC 0,06 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inc( YES WB 0.15 Horz(TL) 0.00 9 Ilia n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 92 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 TOP CHORD Structural wood sheathing directly applied or 8.0 -0 cx: purlins. BUT CHORD 2 X 4 OF No.1 BOT CI-1ORO Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2 X 4 HF Stud WEBS 1 Row at midpt 5.13 REACTIONS (lb/size) 11041154 -8. 9= 109/7548, 13.97/15.4 11= 208/15 -4 -8. 12= 184/15 -4-8, 16= 210/154.8, 15= 208/1548, 14= 184/15 -48 Max Horz 1= 294(LC 3) Max UpIif1=- 102(LC 3), 9- -63(1C 4). 10=- 169(LC 5), 11 - 176(LC 6), 12=- 128(LC 6). 16=- 169(LC 5), 15=-175(LC 5), 14=- 130(LC 5) Max Grav1= 244(LC 0), 9= 229(LC 5), 13= 175(LC 6),10= 210(LC 10), 11.20n(LC 1), 12=191(LC 10).16.210(LC 9),15= 208(LC 1), 14.191(LC 0) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 33211600, 2.3 -- 218/140, 3-4= 118/121, 4 -5 =- 104/156, 5-6 =- 104/139, 6-7 =- 116/69, 7 -8=- 11313/90, 8-9= 312/109 BOT CHORD 1- 113 =- 70/236, 15- 16'x.70/236, 14 -15=- 70/236, 15-14 =- 70/236, 12 -13 =- 70/236, 11- 12 = -70 /238,10.11 =70/236.9.10 =- 70/236 WEBS 5.13 =- 160/0, 8-1 = - 167/173, 7.11 =_178 /199, 0-12 =160/145, 2-16.-167/173, 3-15 =- 178/198, 4-14- 460/147 NOTES • 1) Unbalanced roof live loads have been considered for role design. 2) Wind: ASCE 7 -05: 90mph: ha25n; TCDL =4.8psf, BCDL= 4.Bper Category II; Exp. C: enclosed: MVVFRS (low -Ilse.) gable end zone; cantilever left and right exposed ; end vertical left and light exposed; Lumber DOL =1.33 plate grip DOL•1 -33. 3) Truss designed for wind loads in the plane of the Truss aniy, For studs exposed 10 wind (normal to the face), see MiTek'Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0.0 oc. 8) Provide mechanical connection (by others) of Truss to bearing plate capable of withstanding 102 lb uplift at joint 1, 83 Ib uplift at joint 9,169 lb uplift at joint 10, 176 ID uplift at Joint 11, 128 Ib uplift at joint 12.169Ib uplift at joint 16,175 Ib uplift at joint 15 and 130 Ib uplift at joint 14. 9) This Russ is designed in accordance with the 2006 International Residential Code. sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. LOAD CASE(S) Standard , . r • • • • D 'd 6828 ''N ssnjl 1 'minS Wd00:17 800 2 '8 'env J Truss Truss Type Qty Ply I Sit VE MEYERS -SPEC Ua 2764, J1 MONO TRUSS 25 1 Suinmil Truss. Si Anthony, ID, Marx Mangum Job Rrfi,rr�nce (opuona0 � 7 030 s Jan 3 MITak Industries, Inc Fri Aug 08 15:22:512008 Page 1 • -1 -6-0 , 4 -0-11 8 -0-0 1.6 -0 • 4 -0 -11 3-1 1-5 as II S xM 1.31. a i 000113 � WI //f] \ N. \' 3.4 - �.._... .. _.- 8 - 0 - 0 • I 8 -0 -0 _. .. .. • LOADING (pat) SPACING 2J}0 CSI I I ' TCLL 35.0 Plates Inc. reas. 1.15 DEFL in (lac) 1 546 240 PLATES GRIP BC 0.37 III V -0.17 2.5 21249 1880 0 MT20 Lumber increase 1.15 BC 0.50 VcR(TL) -0.37 2 -5 21 249 1 185/148 TCDL 8.0 BCLL 0.0 Rep Stress Incr YES WB 0.14 Ho (rl) 0.00 5 n/a n /a BCDL 8.0 Code IRC2006/fP12002 (Matrix) Weight: 38 la LUMBER rOP CHORD 2 X 4 DF No.1 BRACING T O P CHORD 2 X a OF No. TOP CHORD Structural wood sheathing directly applied or 5-0.0 ac puffins, except end vertcals. WEBS 2 X 4 HF Stud ROT CHORD fagld ceiling directly applied or 10-0-0 oc bracing. REACTIONS (ID/slze) 2 =58310.5 -8. 370/0 -5-8 Max Hari 2= 233(LC 4) Max Uplift2= 150(LC 5), 5=- 109(LC 5) FORCES (ID) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/75, 2.3- .406165, 3- _110/92 4-5=- 135/68 ROT CHORD 2- 5= 129/251 . WEBS 3-5 =- 303/178 NOTES 1) Wind: ASCE 7 -05; 90mph; h'25ft; TCDL= 4.8paf; BCDL= 4.spsr, Category II: E>,p C; enclosed: MWFRS (low -dse) gable end zone; cantilever left and right exposed ; end vertical )eft and right exposed; Lumber DOL =1.33 plate grip DOL.1.33. 2) This truss has been designed for 8 10.0 par bottom chord live load nonconcurrenl With any other live loads. 3) Provide mechanical connection (by others) or truss to bearing plate capable of withstanding 150 ID uplift at joint 2 and 109 Ib uplift al joint 5. 4) This truss Is designed in accordance with the 2006 InlemaGOnal Residential Code sections R50111.1 and R802.10,2 and referenced standard ANSUTPI 1, LOAD CASE(S) Standard • • • H 'd 6818 '°N -- ssnjl l iwwnS Wd00: 8001 '8 '2nd —I cw: @t/k C: I 'i' Y CS [+ t X��^' City of Rex .. • ,; — 1 �(As, Department of Community Development 1n J wily 6 s � ' 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 PERMIT APPLICATION INVOICE Invoice Date08 /06/2008 / i a t ° , " 8 �� * f,Perm Type Ingle Family ,�\\ ,\, \ ��,, • • Q 04 HOB 8 «:' E= H "': Applicant: MADISON SCHOOL DISTRICT #321 Site Address: 104 S HIDDEN VALLEY RD 290N 1STE Rexburg, ID REXBURG, ID 83440 The following fee amounts for this permit application are unpaid at this time: _ 4 --- , ..,„ \te ` �\ : ;\\� ; \ \� \ \ De e s ye / ode v i „,,,,,,,,...----\ \\ A nt Building Permit Fee - ...„,0 �, ' ��,,,. 2 3 �� 2211 (1,643.35 0 Impact 2035500 $ 184.61 Hookup Fee /Sewer 3534730 $ 1,000.00 Hookup Fee/Water 3434630 $ 1,550.00 Mechanical Residential Fixtures 2832212 155.01 a l Park Impact Fee 3835500 $ 60' • Permit - Electrical 2832213 ' Plan Check Fee 2832220 °4- Police Impact Fee 0735500 $ 8.11 Residential Plumbing Permit Fee 2832214 ,. 190.1110- o '' � Street Impact Fee 3335500 $ 804.25 Water Meter & Parts 2534620 $ 317.00 Total: $ 6,931.63 Z--4. ---e-c—_ 0. ��� Via ►ve, d <• C' / Cent tai •S ckSSi0"l Zdoc d Page 1 of 1 gexa Up T Y O E F • —mot - - —.. _..._.._ �I RE)(BURG City of Re g ti Department of Community Development > ,nerica's Frmily Cormnuniy 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 PERMIT APPLICATION INVOICE Invoice Date08 /20/2008 $il sb 4',a"'S 5 ` „ ;. ` ''' -e .�«n - Y. r'^� ° `� ` "a.&+''` e y `ui o f + , x a 1a; h , f lit *- • vQ ena � s t Y , t ` r 4 -n 'aZ - � a o ' a�va.. Applicant: MADISON SCHOOL DISTRICT #321 Site Address: 104 S HIDDEN VALLEY RD 290 N 1ST E Rexburg, ID REXBURG, ID 83440 The following fee amounts for this permit application are unpaid at this time: A. 'L`z .? „ 3° srsr L' < _ _ - . , .. , : .a3 -'- Building Permit Fee 2832211 $ 0.00 Fire Impact 2035500 $ 184.61 Hookup Fee /Sewer 3534730 $ 1,000.00 Hookup Fee/Water 3434630 $ 1,550.00 Mechanical Residential Fixtures 2832212 $ 0.00 Park Impact Fee 3835500 $ 604.97 Permit - Electrical 2832213 $ 0.00 Plan Check Fee 2832220 $ 0.00 Police Impact Fee 0735500 $ 158.11 Residential Plumbing Permit Fee 2832214 $ 0.00 Street Impact Fee 3335500 $ 804.25 Water Meter & Parts 2534620 $ 317.00 Total: $ 4,618.94 PAID AUG 2 8 2 nne Page 1 of 1 • INSPECTION TICKET • ❑ Bldg. ❑ Plumb. gi Elect. ❑ Mech. ❑ Fire inspection Request: Rec'd By \( \ W Date . ? , , Req. By �D \C ' A \ \ L \ yf Phone No. � \ 3 - 610\ Project ' �VOC Permit No. C E 3 ''� Address \ \ S A, \∎ \ \ \ \('kC F i' I \LAW Inspection Type \Y \(.., F>� ,\V 1('.( ,\ pe YPe Day /Time Req. 3' fl \. \ _ �. . `?` 44 fu'1 Inspector's Report 4 Res. ❑ Comm. \C\ \ L \0 :\\-cAcc . C \C - • ( 61..E e.. - . - .....-111...... . !lei ' %A.:4 e��..+T I . -.... J '. 01;{ , OT Cep ..: r �`' \ :'� ?_ #..._,,, el. ` _ ♦ x:..1,.7 ._ . „ ! ., 1... . 4 I i • 1 1 ,A.ti.,/ - v_, .'.P , MAI A. !A , l .... i.., '. 2- . 1 . , , . INSPECTED ITEMS CONFORM TO APPROVED DWGS (1Y ❑ N ' N/A ' ' INSPECTOR'S ACTION 9 APPROVED DISAPPROVED p FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: .N Z.:. .1, .1.1 .i•. c ..'. ‘ .r► . .:. Z -------f6 Signed re1 , , Inspector Rec't Acknowledged Whee - Onice Copy Yellow - Job Copy Pink - kiepedoes Copy F- FIR -0003 • INSPECTION TICKET • 1 U Bldg. U Plumb. 0 Elect. ja Mech. 0 Fire Inspection Request: Rec'd By M 0 +, \ ( \\\.( Date ' Req. ByV3 \ 'k Phone No. ? "\ Project tt\\ Permit No. Address AL \ 0 6. \ Nr Inspection Type Day /Time Req. rV Inspector's Report Res. 1:3 comm. - - EPA I NM AMICIF " en -s INSPECTED ITEMS CONFORM TO APPROVED DWGS Y N 0 NIA INSPECTOR'S ACTION D APPROVED 12 D PPROV D FINAL 0 C.O. (FINAL) 0 NOT APPLICABLE D DID NOT INSPECT ACTION REQUIRED: Sig nefillin.2116111■Annilliili1111L Inspector Rec't Ackn drecl Whde - Olisee C.. - . • Copy Pink - Inspocioes Copy FIR-0003 • INSPECTION TICKET a A Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire inspection Request: Rec'd By t y (;t VI ,\ ? Date '3-F \ Req. By ( 5\` \L\\ 1 \ -A V �'1 Phone No. 7 L\ V' ) \ Project\ V � _\''\ ''A Pennit No. "+ CA 1 ?- Address \C_ '\ 'S \ k\\) \j \(.!C 1 \, CA \V.1 Inspection Type T\` \ 'C -) � \\( 3 (1 1c' i A Day /Time Req. 3 -- :.` \ \ J L) -.i\`" Inspector's Report A Res. ❑ Comm. — —..-1—■--"bTh- \(\ - c., do:— ■AA , '. _ — .t' -S STS, d ' ' ----l'e .c •g k Il 1 AI . . 1 0 INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N [] N/A INSPECTOR'S ACTION ❑ APPROVED DISAPPRO ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: Sig . ,,;. !— Ins or t Rec't A. , edged White - • ' ► p r *flow - P4ic - kgpida. s Copy F- FIR -C.. • INSPECTION TICKET al ❑ Bldg. ❑ Plumb. Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd J ect B g,YO— Date ij / : [ 1 Req. By S - ✓G Phone No. Z�'3 - Proj t�, Y hA 5 )4 Permit No. — 8S Address 0 p - 1 Inspection Type v . Day /Time Req. MIIIIIWAB . Inspector's Report 4 Res. ❑ Comm. li i wit 4t k4. ,,..,.-4) B.A,,.....7t--1,..a. 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