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ALL DOCS & CO - 09-00142 - 809 Griffin St - New SFR
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OSB 11 8' 1 0-3,4" w w C i � EL _3 W EE W W U1 LL 0 > w - U) w � �tEXBUR Certificate of Occupancy co C I T Y O F �� o REXBLTR City of Rexburg Department of Community Development , , America's homily Community � 35 N. 1st E. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Building Permit No: 09 00142 Applicable Edition of Code: International Building Code 2006 Site Address: 809 Griffin St 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: Mader Ryan Po Box 364 Rigby, ID 83442 Contractor: Marier Construction Special Conditions: Unfinished Basement. 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 po?tian of the building that was inspected on the date listed was fqund 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: - I 7N \ / / _7 C.O Issued by: _ C Y Building 0 icial 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: , -• -=- L , p Fire Inspector: # Electrical Inspector: _ I t • 1 Administrator .N J BuilLit Safety DepCity a rof tmRexburg ent � s. a �. � � BU R c r CITY OF � 19 E Main janellh@rexburg.org Phone: 208.359.3020 x32 Rexburg,ID 83440 www.rexburg.org Fax: 208.359 ~� `''k =o ''_ Arrterita'sFamil OWNER'S NAME Haig O, Stj. PROPERTY ADDRESS 1- f� ( Si • PeIlCllt #09 OO142 SUBDIVISION __C__Q Av, 809 Gr St- Mauler Constrict PHASE LOT K BLOC 1 eq u ed! ELECTRICAL Electrical Contractor's Name ii5etaax / Ay/ifoy, C ' Business Name ''t"efh /?/ Zieef . Address /, `3dl1 99i , , / City -j '// y State �r./• Zip CT Cell Phone ( .5 7/,0J — 733 (, Business Phone (4) .. is Fax (a**) 357' — 3314 Email e - rr'ee/f ded/`r P W hc/A5 i! ' e le,'" Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY) (Includes the cost of materialr installed regardless of the party supping it). TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) RESIDENTIAL ONLY . *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 ❑ *2,501 to 3,500 s ft:- 168 * q $ ❑ 3,501 to 4,500 sq ft - $216 ❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total ❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit # of circuits ❑ Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year - $40 ❑ Spa, Hot Tub, Swimming Pool - $40 plus $40 grounding grid where applicable ❑ Electric Central Systems Heating and /or Cooling (when notpart of a new residential construction permit and no additional wiring) - $40 ❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit ❑ . Other Installations: Wiring not specifically covered by any of the above: Cost of Firing & Labor. ,� s (Includes the cost ofmaterialr installed regardless of the party supping it). ❑ Pumps (Domestic Water, Irrigation, Sewage): horse power ❑ Requested Inspections (of existing wiring) - $40 /hr (1 hr minim plus $40 /hr thereafter *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. ** Includes a maximum of 4 inspections. Additional inspections charged at requested inspection rate of $40 per hour. ......„--...---- 3S (7/2 ignature of Licensed Contractor License number Date 4 111/ B f d ( 1 f O SINGLE FAMILY RESIDENTIAL 41 e '":. REXBURG City of Rexburg America's FatnxtvCommunity Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit # 09 00142 Permit Type Single Family Residential Project Name 809 Griffin - Marler Construction Site Address 809 GRIFFIN ST Parcel # RPRHNDS3080150 Project Description Names Associated with this Project Type Name Contact Phone # License # Exp Date Contractor Creekside Electric Todd Bowmon 208 -589 -4258 C -38860 07/01/2009 Contractor Extreme Air Jason Olson 208- 201 -0212 C -5146 03/31/2011 Contractor Marler Construction Ryan 208 - 201 -6868 RCE 18940 08/05/2009 Contractor The Plumber Michael Spears 208 - 851 -1140 C -11430 07/31/2010 Fixtures 2 - R -Fuel piping fixture or appliance outlet(s) additional 1 - R -Fuel (gas) piping fixture or appliance outlet 2 - R -Bath fan vents additional 1 - R -Dryer vents additional 1 - R- Exhaust or vent ducts 1 - R- Decorative gas -fired appliance(s) additional 1 - R- Furnace 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 1 - R -Water Heater 4 - R -Sink (Lavatory, Kitchen, Mop or Bar Sink) 3 - R -Tub and/or Shower Unit 1 - R- Sprinkler * ** SEE ATTACHED CONDITIONS * ** Print Name Date Issued: Signature Date Issued By: • • ` , „„xxBu„,,, SINGLE FAMILY RESIDENTIAL , Y C 1 T Y O F PP E XBUI G City of Rexburg , , lsmur:cz> Family Community Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit # 09 00142 Permit Type Single Family Residential Project Name 809 Griffin - Marler Construction Site Address 809 GRIFFIN ST Parcel # RPRHNDS3080150 Project Description Fee Information Project Details Residential, one and two family (Any Code mats 1,336 SQFT Project Valuation $174,124.8( Unfinished Basements (all use group) 1,336 SQFT Mechanical Residential Fixtures . 155.00 Utility, miscellaneous, private garages (Any Co( 770 SQFT Building Permit Fee based on Square 72.00 Plan Check Fee 141.38 Residential Plumbing Permit Fee 166.00 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 Building Permit Fee 1,413.75 Total Fees Paid $6,567.07 Conditions 1. Unfinished Basement Print Name Date Issued: Signature Date issued By: vt.xavq S • i.",., O v C I T Y O F :� � `�, � .� r �. U . R � Please Complete the Entire Application! '' " 1 � If the question does not apply fill in NA for non applicable 'a, ,, m America's Family Community RESIDENTIAL BUILDING PERMIT APPLICA'] 19 E MAIN, REXBURG, ID 83440 09 00142 208 - 359 -3020 X326 2,,G 809 Griffin St- Marler Construction PARCEL NUMBER: V tYNbS r.O ®� ( We wil SUBDIVISION: ‘"\E14p5R Wit) %J\ OIL) UNIT# BLOCK# S LOT# /f, (Addressing is based on the information - must be accurate) Dwelling Units:5514t . rivivitA Parcel Acres: • 22 p 0 5 OWNER NAME: ,-''.;. CONTACT PHONE _1 _____ PROPERTY DDRESSi f 15 i elnet. `5 isc / tGI�Qeiart A ri d ; - A/f 1 - _ /14144,n l'o 1 _Th x'' 0 njft 0 PHONE #: Home ( j o g ) — q - (mil Work Co'$ 061 - (213106 Cell Oot tot— (n%U% OWNER MAILING ADDRESS: PO. fax 55% CITY: gie STATE:-) ZIP: RSt-N2 EMAIL rwua.rltt(LI @inelmx.A.∎1.coo" FAX(ZoSs) - 11 -lS —% 4t APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP EMAIL FAX PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: / ligief e ('ANbTRIArgo / MAILING ADDRESS: /40. SOX 53g CITY ,; 4 y STATE b ZIP 11.S#12.. PHONE #: Home ( ) 7t5 -I•lqN Work (per) 1-01-. totillo.V Cell f 2_3 t- toRta.SS EMAIL FAX IDAHO REGISTRATION # & EXP. DATE w �osy 0 ,? How many buildings are located on this property? evo A Did you recently pur� ase this property? No Of yes, list previous owner's name) W.t. (.041. ►n d1n� i I,A, 4. $-Lr�erl Is this a lot split? ‘fino YES (Please bring copy of new legal description of property) PROPOSED U • I Atha ' O.wi\\y 5 CA (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this 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 Rexbu g shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this applica . • and hereby a orized representatives of the City to enter upon the above - mentioned property for inspections purpo, ' OTE: The building o tal may revok permit on approval issued under the provisions of the 2003 International Code in cases of any false , ement or misrepresenta. of fact in the • ;f' cation or on the plans on which the permit or approval was based. Permit void if not started with i 1 days. Permit void i ,tops for 180 y . � /)5-1-0-2—i_0_,_ Signa . Owner /Applican DATE /• e' ING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan ees are non - refundable 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** 2 Buildin Safety Depa rtment o*R�evR� CITY OF r Cit of Rexb � � � � ` � � `' �l«ac REXBURG 19 E. Main e % lanellh @rexburg.org Phone: 208.359.3020 "�� America's Family Community Rexburg, ID 83440 www.rexburg.org Fox: 208.359.3024 Affidavit of Legal Interest State of Idaho County of Madison I, ( 4APA r rl2x 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 t O 7 day of // , 20 s.l d00 0lle r Subscribed and sworn to before me, day and year rst above written. Notary Public of Idaho Residing at: My commission expires: 3 Building Safety Department y � ` � , - C I T Y O F City of Rexburg REX.BLTRG 19 E. Main janellh@rexburg.org Phone: 208.359.3020 "4, -------- __ Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 d America's Family Community Property Lines Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that property lines are shown accurately. It is the Developer's responsibility to correctly identify on the site plan the location of these lines in reference to the public right -of -way, other adjoining property lines, the street, other structures and all utility lines. The Developer should find property pins that are still available at the lot in question. If these pins do not exist or have become unrecognizable then a new survey should be performed. Accurate property line information is a must for a timely review. In addition to finding existing property pins, legal descriptions should be checked. The best way to identify property line location is with a land survey. The City of Rexburg has aerial photos and a parcel line layer that can be checked, but they are only a tool and are not guaranteed for accuracy. If you want to request a copy of your lot, see the front counter at the Community Development Department. I have read and understand the above requirements. /1 Sign: Date u' \ I Y G r or irSuilder Printed Name 4 Aug 19 08 09 :06a DISCOUNT DOORS CO 208- 745 -7245 p.1 H ug m uts ua:c t- +a i ne umoer, snr r• 08/17/2088 02:48 20874572'+ • . AARON MARLER Illy PAGE 61/01 K " • Building Safety Deportment c r x x o r City of Rexburg II ' ' REXB RG 19E. main jonaehervorburg.rg Priam 2G63S4.3020 Awe►igal Fir atyCsrmrsif Rext7wg. FD 83&10 www.terbufg.org Far 208.359.314 Remodeling Your Builatlgg/Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior waft measurements of the building) First Floor Area 33 515 r 4 ' Unfinished Basement area 3 (.Q Sf C I- Second floor /loft area, Finished basement area Third floor/loft area Garage area 770 Shed or Banff — Carport /Deck (30" above grade)Aree Water Mrt=rr Quaaatity: *** ****** *.m Water Mater Size Requ r�d�ll j oli!�f , = If ea l I PLUMBS TG • /pre., made tr Plumbing Contractor s Name NritaA OF ,1 Business Name: ThP R iti1419Ce. RV' Address P- 0 - P X 2 i') citiratalel LS state k7 - Zip, 1 C<• ntacr Phone: ar) $S 1 -1140 Business Phone: ( ) Email P pt U1 . , 1 key/dLtvs . Law, EXECRECSMYT-aeliakezrzegiggiati Clothes Washing Machine Sprinklers ,_A_, Dishwasher 2- Tub /Showers Floor Drain Toilet! Usual Garbage Disposal. Water Heater Hot Tub /Spa ! Water Softener I Sinks (Lavatories, kitchens, bar, mop) plumbing Estimate $ ` i3 0- `° (COMMERCIAL/MULTI—FAMILY ONLY) • /1°-"‘-- ,, 4.4 1 ?O Signature of Liceoscd rt at License Number& Eapintioa Date Date The- CibrofRarbwesper nirfnemaeGrit the sear as ►r9,airiby the Su* oftda a :,. ( • ( .. Building Safety Department XBU c OF City of Rexburg 4 ,,,,01 30 -- „ c.. v i ♦,M 111 r XBURG 19 E. Main janellh @rexburg.org Phone: 208.359.3020 r .� /, c., ” +t „, „ America's Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 NAME PROPERTY ADDRESS Permit# SUBDIVISION PHASE LOT BLOCK Required!! MECHANICAL Mechanical Contractor's Name .. �i'i'L 77/ /4 / /e Business Name � (/,t Address / 1U I2 4 2 ,t City I e )2/ State Zip I42 J J Cell Phone (Zig Z c / 05 2— Business Phone ( 795 7:35 Fax ( ) ■. _._.. Email Mechanical Estimate $ 2 e94? Commercial /Multi Family Only) FIXTURES& APPLIANCES COUNT (Single Family Dwelling Only) Furnace exhaust or Vent Ducts Furnace /Air Conditioner Combo 1/ Dryer Vents Heat Pump Range Hood Vents Air Conditioner ook Stove Vents Evaporative Cooler V Bath Fan Vents Unit Heater other similar vents & ducts: Space Heater 1/Decorative gas -fired appliance Incinerator System Boiler Pool Heater • Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that appl 11111 II it Coal Fireplace - ctric Hydronic — .. �_ %t Ad , !5; /-7 6 3/3/ Signature of Licensed Contractor License number Date The City of Rexburg 's permit fee schedule is the same as required by the State of Idaho SUBCONTRACTOR LIST • Excavation & Earthwork: MIMEO— 1 (X% Concrete: A2. Gd s, k Masonry: S oi't\io YNA iltsrlAM Roofing: ...41. ctat:A Insulation: Drywall: Painting: TAWIla. (D110.11C DNI Floor Coverings: \A MA/ C0i41$114)(A 0AJ Plumbing: < @kIV4A6 Q_ Heating: Cy4430 .. P Electrical: 604.04-- 1a�fR , L Special Construction (Manufacturer or Supplier) Roof Trusses: A1 \I Floor/Ceiling Joists: U.J I ' Siding/Exterior Trim: �IAJ 04,4, Ilrin Other: 9 5, NI=ST MAIN ST 1 °: Delivery List tR6&t1E','Tb 83338 FRANKLIN POCATELLO Job Number: one: (208)324 -8161 Fax: (208)324 -6973 ) Block No: kM del: Lot No: _ 09 00142 ntact Site Office: Deliver To: 809 Griffin St- Marler Construction me: ARRON MARLER one: REXBURG K . ntative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: pitch LOH ROH Load By: I3 - 9 -11 I I 1 Al 11 - - , GABLE 6.00 1 -4 -0 1 -4 -0 45 lbs. each I 0.00 7 -5 -15 1 1 B1 26 - - (GABLE 6.00 1 -4 -0 0 -0 -0 t 151 lbs. each 0.00 .. 7 -1 -15 I 1 C1 24 - GABLE 6.00 1 -4 -0 1 -4 -0 122 lbs. each 0.00 (1) 2 -Ply 4 - 11 - 15 2 � 31 - - ROOFTRUSS 6.00 1- 4- 00 -0 -0 182 lbs. each 2X4/2X6 _ 6.00 5 -11 -15 1 1 D10 31 - - ROOFTRUSS 6.00 0 -0 -0 1 -4 -0 145 Ibs. each 0.00 6- 11 -15' I 1 D11 '31 - - ROOF TRUSS 6.00 0 -0 -0 1 -4 -0 5 - 145 lbs. each 1 Row Lat Brace 0.00 00 ; , 1 D2 31 - - ROOF TRUSS 6.00 1 -4 -0 o - o - o 158 Ibs. each 6.00 6 -11 -15 1 D3 ;31 - - ROOF TRUSS 6.00 1 -4 -0 0 -0 -0 145 lbs. each 1 Row Lat Brace 0.00 7- 11 -15' 2 D4 31 - - ROOF TRUSS 6.00 1 -4 -0 0 -0 -0 ,` 150 Ibs. each - - ac ; 0.00 _ � 8 -11 -15 , "1 - ,, 3 D5 31 - 6 - 8 ROOF TRUSS 6.00 0 - 0 - 0 1 - 4 -0 137 Ibs. each 2 Rows Lat Brace 0.00 8 - 11 - 15 \ 2 D6 31 - - ROOF TRUSS 6.00 0 -0 -0 1 -4 -0 141 Ibs. each 3.00 hh 8 -11 -15 c4 -2 -12 9 D7 32 - - ROOF TRUSS 6.00 1 -4 -0 1 -4 -0 1 144 Ibs. each 3.00 8 - 11 - 15 5 D8 31 - - ' ROOF TRUSS 6.00 0 -0 -0 1 -4 -0 137 Ibs. each 2 Rows Lat Brace 0.00 4 -11 -15 �� o l 1 D9 31 - 10 8 ROOF TRUSS 6.00 0 - 0 - 0 1 - 4 - 176 Ibs. each 2X4/2X6 1 Row Lat Brace 0.00 4 -11 1 -15 21 EJ1 8 - - MONO TRUSS 6.00 1 -4 -0 0 -0 -0 0 35 lbs. each 0.00 4 -11 -15 .- - 3 EJ2 8 - - ROOFTRUSS 6.00 1 -4 -0 0 -0 -0 39 Ibs. each 6.00 3 -1 - iV 1 G1 11 - - ROOFTRUSS 6.00 0 -0 -0 0 -0 -0 61 Ibs. each 2X4/2X8 0.00 8 - 10 - 4 GABLE 13.42 10 -0 -0 0 -0 -0 4 HF 7 - 11 - 0 53 Ibs. each 1 Row Lat Brace 0.00 V 4 -11 -7 1 HR1 11 - - ROOF TRUSS 1 4.24 1 -10 -10 0 -0 -0 54 lbs. each - ' 0.00 I 1 HR2 11 - 3 - 0 ROOF TRUSS 1 4.24 4 -11 -7 1 = <„_ t 11 - 10 -10 0 -0 -0 50 Ibs. each 1 4.24 — - - - - - -- - - - - — — 5 WEST MAIN ST ' ° Delivery List •:ROIMEr,'ID 83338 FRANKLIN POCATELLO Job Number: one: (208)324 -8161 Fax: (208)324 -6973 Page: 2 )ject: Block No: Date: 08 -22 -2008 - 10:11:43 AM del: Lot No: Project ID: 0822AM ntact: Site: Office: Deliver To: Account No: 303490627 me: ARRON MARLER Designer: BOB WHILLOCK one: REXBURG Salesperson: JOHN K: Quote Number: ntative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: pitch LOH ROH Load By: 1 -11 -12 4 J1 1 -11 -11 ROOF TRUSS 6.00 1 - - 0 0 -0 -0 7 lbs. each 0.00 -a -- 2 11 - 121 - 2 J2 3 - 11 - 11 ROOF TRUSS 6.00 1 - - 0 0 -0 -0 , 13 lbs. each 0.00 2 -11 -12 2 J2A 3 - 11 - 11 ROOF TRUSS 6.00 1 - 4 - 0 0 - 0 - 0 17 lbs. each 1 6.00 3 12 2 J3 5 - 11 - 11 ROOF TRUSS 6.00 1 - 4 0 0 0 0 I 19 lbs. each 0.00 2 J3A 5 -11 -11 I ROOF TRUSS 6.00 _ 4 3 -11 -12 1 - - 0 0 -0 -0 27 lbs. each 1 I 6.00 L MISC. ITEMS Quantity: Description: 22 LUP24 5 HUS26 2 THJA26 ove listed items have been designed to plans and orjobsite conditions. (exceptions listed - fight). ceived by: te: ank You for your Business. p� 1 tl��l���l�l�l�l ©IElIf lk , ___. ..._._._._„._..,....I.!,._.!_.....,.,_.,,.....,.._,_ a 1 1 ���� EJ1 (q 111 �1�� , i ®2_ D3 r 4 Hr illiiiii1/4„ ■.3-1 S 'n . C ) ` y 1 MO N O r D4 _. _______ X 11 __ D10 n ' E P J3 f I ,12 •uIILiaIIII w N kik —r t -- Job Truss Truss Type I Qty Ply Al 724A GABLE 1 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 Job Reference (optione � 082 I 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:33 2008 Page 1 H -1 -4 -0 5 -7 -8 I 11 - - I 1 - 4 - 0 12-7-0 1 -4 -0 5-7 -8 5 -7 -8 Scale = 1:22.9 3x5 = 2x4 ' 5 2x4 I I ' 4 [ 6 2x4 I' /I 1-i\ 2x4 7 � / �0 St5 , A Q c �� 3x5 = 3x5 = 2x4 I I 2x4 I I 2x4 1 l 2x4 I I 11 -3 -0 1- 11-3-0 Plate Offsets (X,Y): [5 0 2- 8,Edge] LOADING SPACING 2 -0 -0 CSI DEF in (loc) I /deft L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.17 ' Vert(LL) -0.01 9 n/r 180 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.01 9 n/r 80 BCLL 0.0 * Rep Stress lncr NO WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 8.0 Code IRC2006/TP12002 (Matrix) Weight: 45 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 DF Stud REACTIONS (Ib /size) 2= 284/11 -3 -0, 8= 284/11 -3 -0, 12= 184/11 -3 -0, 13= 226/11 -3 -0, 11= 184/11 -3 -0, 10= 226/11 -3 -0 Max Horz2= -59(LC 6) Max Uplift2=- 100(LC 5), 8=- 108(LC 6), 12= -37(LC 5), 13= -57(LC 5), 11= -27(LC 6), 10= -58(LC 6) Max Grav2= 284(LC 1), 8= 284(LC 1), 12= 184(LC 1), 13= 228(LC 9), 11= 184(LC 1), 10= 228(LC 10) I FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/51, 2 -3 =- 87/29, 3 -4 =- 72/53, 4 -5 =- 63/64, 5 -6 =- 63/62, 6 -7 =- 72/39, 7 -8 =- 87/29, 8 -9 =0/51 BOT CHORD 2 -13 =0/87, 12 -13 =0/87, 11 -12 =0/87, 10 -11 =0/87, 8 -10 =0/87 WEBS 4 -12 =- 151/50, 3 -13 =- 198/93, 6 -11 =- 151/41, 7- 10=- 198/95 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 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 13) Truss designed for wind loads in the plane of the truss only. For studs exposed to 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 loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2 -0 -0 oc. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 18) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint 2, 108 Ib uplift at joint 8, 37 Ib uplift at joint 12, 57 Ib uplift at joint 13, 27 Ib uplift at joint 11 and 58 Ib uplift at joint 10. 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 ,Job truss I Truss Type I Qty I Ply r ' GABLE ) L 08L2AM B ! Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338— 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:34 2008 Page 1 -1-4-0 6-9-4 — 19 -2 -12 + — 2 -0 - _. 6 -9 4 I 13-0-0 - 6 -2 -12 6-2 -12 6 -9 -4 1-4-0 Scale = 1:46.1 4x6 = 5 ST2 3x5 �g % / S � 0 / - ,: �� �3 S �f�2 V. � � J STS ,, I co 2 , �I -�1 I CI _ I c d _B2 0 3x6 -_ 10 33 9 34 8 4x6 3x5= 5x6= 3x5= 8 -10 -3 17 -1 -13 26 -0 -0 11 8 -10 -3 8 -3 - 8 -10 -3 Plate Offsets (X,Y): [2:Edge,0 -0 -2], [4:0- 2- 3,0 -1 -8], [9:0- 3- 0,0 -3 -0] — LOLL 35f) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP 1 LOADING (psf) Plates Increase 1.15 TC 0.69 I Vert(LL) -0.51 8 -10 >597 360 MT20 220/195 TCDL 8.0 I Lumber Increase 1.15 BC 0.99 1 Vert(TL) -0.70 8 -10 >435 180 BCLL 0.0 * Rep Stress Incr NO \NB 0.34 I Horz(TL) 0.07 7 n/a n/a Weight: 151 Ib ! BCDL 8.0 ! Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3 -9 -1 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 7 -5 -15 oc bracing. WEBS 2 X 4 DF No.1 &Btr `Except* W1 2 X 4 DF Stud, W4 2 X 4 DF Stud OTHERS 2 X 4 DF Stud REACTIONS (Ib /size) 7= 1364/0 -5 -8, 2= 1513/0 -5 -8 Max Horz2 =121(LC 5) Max Uplift7 =- 524(LC 6), 2=- 607(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 2433/842, 3 -4 =- 2133/823, 4 -5 =- 2016/847, 5 -6 =- 2190/877, 6 -7 =- 2492/874 BOT CHORD 2 -10 =- 748/2042, 10- 33=- 419/1421, 9 -33 =- 419/1421, 9 -34 =- 419/1421, 8 -34 =- 419/1421, 7 -8 =- 700/2103 I WEBS 3 -10 =- 473/235, 5 -10 =- 378/749, 5 -8 =- 412/838, 6 -8 =- 509/260 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to 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 loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2 -0 -0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit I between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 Ib uplift at joint 7 and 607 Ib uplift at joint 2. 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 ,Job r Truss I Truss Type Qty Ply 0822 C1 GABLE 11 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:35 2008 Page 1 -1-4-01 - 12 -4-0 24 -8 -0 26 -0 -0 1-4 -0 12 -4-0 12 -4 -0 1 -4-0 Scale = 1:45.9 3x5 = 2x4 I I 8 2x4 I 2x4 I 7 9 �' 2x4 I I 2x4 I 6 / / i� � 10 - 2x4 11 I 2x4 I / 4 ST2 I T7 \ . 2x4 �, 2x4 �' ST3 T8 1 q' c 2x4 ', 1 T9 -Z 13 3 � S ` 5 I 1 Sr 0 � Gt. t G �' T f1 6 S 1 2 I® �� B �� © B2 � E �� � � 14 15 M cn I ' v ••••••••••••••• i; i: a: i: i: i:% i:: :; :; ::: §iii?: ? ? �i:;: §S:: it i••••••• •;:•;::• ••: �iiiiiiii5:% i• 3i: :<: :: §:%: ii: i:•` :i: ii: �: �:: :: :'•iiiiii• iiiiiiiiia:i %:ioio:iiiiii ?i::��2 %:< .. .. -..,. 3x5 = 26 25 24 23 22 21 20 19 18 17 16 3x5 = 2x4 1! 2x4 I I 2x4 I I 2x4 I' 2x4 I' 2x4 I I 3x5 = 2x4 I I 2x4 I I 2x4 I I 2x4 11 24-8-0 -I 24 -8 -0 [ Plate Offsets (X,Y): [8:0- 2- 8,Edpe] LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES GRIP I TCLL 35.0 I Plates Increase 1.15 TC 0.17 Vert(LL) -0.01 15 n/r 180 MT20 220/195 I TCDL 8.0 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.00 15 n/r 80 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 14 n/a n/a BCDL 8.0 Code IRC2006 /TPI2002 (Matrix) Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2X4DFStud REACTIONS (Ib /size) 2= 304/24 -8 -0, 22= 191/24 -8 -0, 23= 205/24 -8 -0, 24= 211/24 -8 -0, 25= 171/24 -8 -0, 26= 296/24 -8 -0, 21= 189/24 -8 -0, 20= 207/24 -8 -0, 18= 211/24 -8 -0, 17= 171/24 -8 -0, 16= 296/24 -8 -0, 14= 304/24 -8 -0 Max Horz2=- 102(LC 6) Max Uplift2= -67(LC 5), 23= -78(LC 5), 24= -64(LC 5), 25= -64(LC 5), 26= -77(LC 5), 20= -80(LC 6), 18= -63(LC 6), 17= -64(LC 6), 16= -77(LC 6), 14= -83(LC 6) Max Grav2= 304(LC 1), 22= 191(LC 1), 23= 207(LC 9), 24= 211(LC 1), 25= 172(LC 9), 26= 296(LC 9), 21= 189(LC 1), 20= 210(LC 10), 18= 211(LC 1), 17= 171(LC 10), 16= 296(LC 10), 14= 304(LC 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/51, 2 -3 =- 119/47, 3 -4 =- 73/47, 4 -5 =- 62/77, 5 -6 =- 64/109, 6 -7 =- 65/146, 7 -8 =- 59/137, 8 -9 =- 59/135, 9 -10 =- 65/133, 10 -11 =- 64/80, 11 -12 =- 62/40, 12 -13 =- 73/16, 13 -14 =- 93/47, 14 -15 =0/51 BOT CHORD 2- 26= 0/145, 25- 26= 0/145, 24- 25= 0/145, 23- 24= 0/145, 22- 23= 0/145, 21- 22= 0/145, 20- 21= 0/145, 19- 20= 0/145, 18 -19= 0/145, 17- 18= 0/145, 16- 17= 0/145, 14 -16 =0/145 WEBS 7 -22 =- 159/12, 6 -23 =- 176/97, 5 -24 =- 177/85, 4 -25 =- 147/77, 3 -26 =- 244/111, 9 -21 =- 159/0, 10 -20 =- 176/100, 11 -18 =- 177/84, 12 -17 =- 147/77, 13 -16 =- 244/111 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to 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 loads. 5) Gable requires continuous bottom chord bearing. 16) Gable studs spaced at 2 -0 -0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 Ib uplift at joint 2, 78 Ib uplift at joint 23, 64 Ib uplift at joint 24, 64 Ib uplift at joint 25, 77 Ib uplift at joint 26, 80 Ib uplift at joint 20, 63 Ib uplift at joint 18, 64 Ib uplift at joint 17, 77 Ib uplift at joint 16 and 83 Ib 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 Job !Truss Truss Type Qty Ply 0822 D1 ROOF TRUSS 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:36 2008 Page 1 1-4 -0 2 -5 -8 4 -5 -8 8 -0 -0 12 -2 -0 14 -2 -0 __ 19 -1 -0 24-0-0 27 -8 -12 31 -10 -8 1 I 1 -4 -0 2 -5 -8 2 -0 -0 3 -6 -8 4 -2 -0 2 -0 -0 4 -11 -0 4 -11 -0 3 -8 -12 4 -1 -12 Scale = 1:59.7 6x6= 2x4 1 4x6 = 4x8 = 5x6 = 5 6 7 T2 8 9 3x5 - it L 1 j� • \ W6 Wb W - I 3x5 i 4x8 1 c 1 ti % 4 W4 �/� W1 Y 1 V1� 3 10 v 3 Te a \, 3 4 W1 v M 2 �62J / 11 o;v vt 1 L B -' B6 -_ � I A. o d o 18 17 19 0 5x6 __ 7x14 20 8x8 - -- 16 15 14 13 12 5x6 8x8 = 6x10 = 2x4 II 4x8 = 4x6 = 8x12 MT18H= 2x4 I I 2 -5 -8 4 -5 -8 1 8 -0 -0 12 -2 -0 14 -2 -0 19 -1 -0 24 -0 -0 27 -8 -12 31 -10 -8 1 I 2 -5 -8 2 -0 -0 3 -6 -8 4 -2 -0 2 -0 -0 4 -11 -0 4 -11 -0 3 -8 -12 4 -1 -12 late Offsets (X,Y): [2:0- 3- 0,0 -2 -9], [5:0- 3- 6,Edgej, [9:0- 3- 0,0 -2 -7], [11:0- 3- 0,0 -2 -9], [16:0- 6- 0,0 -3 -8], [18:0- 3- 8,0 -4 -0], [20:0- 4- 0,0 -3 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.34 17 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.58 17 >654 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(TL) 0.21 11 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 364 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3 -7 -4 oc purlins. ' BOT CHORD 2 X 6 DF SS BOT CHORD Rigid ceiling directly applied or 9 -7 -8 oc bracing. WEBS 2 X 4 DF Stud REACTIONS (Ib /size) 11= 3958/0 -4 -0, 2= 3730/0 -5 -8 Max Horz2 =95(LC 5) Max Upliftl 1=- 1357(LC 6), 2=- 1310(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/58, 2 -3 =- 7346/2488, 3-4=-12228/4179, 4 -5 =- 9755/3365, 5 -6 =- 10314/3617, 6-7=-10313/3617, 7 -8 =- 8319/2917, 8-9=-6021/2083, 9 -10 =- 6826/2357, 10 -11 =- 7547/2560 BOT CHORD 2 -20 =- 2222/6417, 19- 20=- 2264/6557, 18 -19 =- 3638/10672, 17- 18=- 2936/8625, 16 -17 =- 3114/8943, 15- 16=- 2802/7919, 14 -15 =- 2803/7917, 13- 14=- 2260/6647, 12- 13=- 2260/6647, 11- 12=- 2260/6647 WEBS 3 -20 =- 2432/820, 3 -19 =- 1624/4795, 4 -19 =- 651/1830, 4 -18 =- 2049/778, 5 -18 =- 988/2766, 5 -17 =- 819/2229, 6 -17 =- 125/31, 7 -17 =- 1180/3365, 7 -16 =- 2859/985, 8 -16 =- 213/607, 8 -15 =- 370/886, 8 -14 =- 2510/921, 9 -14 =- 1019/2811, 10 -14 =- 613/265, 10 -12 =- 283/700 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows 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 all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to 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; h =25ft; TCDL= 4.8psf; 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; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8)* This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1357 Ib uplift at joint 11 and 1310 Ib uplift at joint 2. 10) 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. 11) Girder carries hip end with 0 -0 -0 right side setback, 8 -0 -0 left side setback, and 8 -0 -0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 884 Ib down and 285 Ib up at 8 -0 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard i Continued on_pag_e 2 ,Job Truss !Truss Type Qty PIy 2 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 ROOF TRUSS • O822 D Job ReferenceSoptional) 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:36 2008 Page 2 LOAD CASE(S) Standard 1) Regular Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1- 5 = -86, 5- 9=- 43(F =43), 9- 11=- 43(F =43), 2- 20 = -16, 19- 20 = -16, 18- 19 = -16, 17- 18=- 203(F= -188), 16- 17=- 203(F= -187), 11- 16=- 203(F= -187) Concentrated Loads (lb) Vert: 18=- 884(F) Job I Truss I Truss Type !Qty ' PIy ' 0822AM D10 ROOF TRUSS 1 1 7.010 Job Reference (optional) 7 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 10 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:37 2008 Page 1 5 -1 -12 9 -10 -8 15 -10 -8 21 -10 -8 26 -7-4 31 -10 -8 33 -2 -8 5 -1 -12 4 -8 -12 6 -0 -0 6 -0 -0 4 -8 -12 5 -3-4 1-4 -0 Scale = 1:57.0 4x6 = 4x8 = 4x6 = 3 T 5 2x4 j��: 2x4 , �; ra oa W2 Wj 4 i uv W5 4 \\ 6 cf 3 V1 - 1 -. B1 MINN A`�_ 52 �V 7 8 co m ?v 1 o - o 4x6 = 13 12 11 10 g 4x6 = 4x8 = 3x5 = 2x4 II 3x5 = 4x8 9 -10 - 15 -10 -8 21 -10 -8 31 -10 -8 9 -10 -8 6-0-0 6-0-0 10-0-0 LOADING s SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Lid PLATES GRIP TCLL 35.0 I Plates Increase 1.15 TC 0.43 Vert(LL) 0.27 1 -13 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.43 1 -13 >891 180 BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(TL) 0.12 7 n/a n/a BCDL 8.0 I Code IRC2006 /TP12002 (Matrix) Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3-4 -5 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6 -8 -8 oc bracing. WEBS 2 X 4 DF Stud `Except` 1 W3 2 X 4 DF No.1 &Btr, W5 2 X 4 DF No.1 &Btr REACTIONS (Ib /size) 1= 1611/0 -2 -0, 7= 1750/0 -3 -8 i Max Horz 1=- 102(LC 6) Max Upliftl=- 613(LC 5), 7=- 691(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 2993/1080, 2 -3 =- 2603/973, 3 -4 =- 2244/902, 4 -5 =- 2246/898, 5 -6 =- 2603/967, 6 -7 =- 3013/1070, 7 -8 =0/52 I BOT CHORD 1 -13 =- 950/2591, 12 -13 =- 919/2649, 11- 12=- 919/2649, 10- 11=- 919/2649, 9 -10 =- 919/2649, 7- 9=- 853/2590 WEBS 2 -13 =- 389/226, 3 -13 =- 302/657, 4 -13 =- 708/273, 4 -11 =- 62/171, 4 -9 =- 704/271, 5 -9 =- 303/653, 6 -9 =- 387/219 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 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 13) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 17) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 613 Ib uplift at joint 1 and 691 Ib uplift at joint 7. 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. LOAD CASE(S) Standard 1 Job I Truss I Truss Type I Qty Ply 0822AM D11 ROOF TRUSS 1 1 Job Reference (optional) - FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:38 2008 Page 1 - 11 -10 -8 19 -10 -8 25 -7-4 • 31 -10 -8 33-21 6112 5 -8 -12 8 -0 -0 5 -8 -12 6 -3-4 1-4 -0 Scale = 1:57.0 6x6 = 5x6 -_ 3 4 3x 3x W4 W 5 ad 1:1" � W3 � � � 5 CC cc , W2 W6 R7 �� E' R1 `� �a� -J 6 c? 4x6 4x6 = 12 11 13 10 9 8 2x4 II 3x5 = 3x5 4x8 = 2x4 6 -1 -12 11 -10 -8 19 -10 -8 25 -7-4 31 -10 -8 6 -1 -12 5 -8 -12 8 -0 -0 5 -8 -12 6 -3-4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) l /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.46 9 -11 >832 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.78 9 -11 >486 180 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.12 6 n/a n/a BCDL 8.0 I Code IRC2006/TPI2002 (Matrix) Weight 146 Ib !LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3 -3 -5 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6 -6 -10 oc bracing. WEBS 2 X 4 DF Stud *Except* WEBS 1 Row at midpt 3 -9 W4 2 X 4 DF No.1 &Btr REACTIONS (lb /size) 1= 1679/0 -2 -0, 6= 1798/0 -3 -8 Max Horz 1=- 114(LC 6) Max Upliftl=- 627(LC 5), 6=- 706(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 3149/1123, 2 -3 =- 2585/927, 3 -4 =- 2184/870, 4 -5 =- 2539/924, 5 -6 =- 3099/1108, 6 -7 =0/52 BOT CHORD 1 -12 =- 983/2690, 11 -12 =- 983/2690, 11- 13=- 683/2223, 10 -13 =- 683/2223, 9 -10 =- 683/2223, 8 -9 =- 870/2647, 6 -8 =- 870/2647 WEBS 2 -12 =- 74/168, 2 -11 =- 530/337, 3 -11 =- 270/508, 3 -9 =- 328/230, 4 -9 =- 254/453, 5 -9 =- 527/324, 5 -8 =- 65/162 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =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 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 1 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 Ib uplift at joint 1 and 706 Ib uplift at joint 6. 18) 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 II ; Job ' Truss I Truss Type Qty 'Ply I ' 1 0822AM D2 ROOF TRUSS 1 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:39 2008 Page 1 I -1-4 -0 2-5-8 4 -5 -8 10 -0 -0 , 12 -2 -0 14 -2 -0 __ 22 -0 -0 26 -8 -12 _ i 31 -10 -8 1-4 -0 2 -5 -8 2 -0 -0 5 -6 -8 2 -2 -0 2 -0 -0 7 -10 -0 4 -8 -12 5 -1 -12 Scale = 1:59.9 6x6 = 2x4 I 3x5 = 6x6 = 5 6 7 8 T2 3x5 -- v 6 W /' A , 2x4 \\ 3x6 j/ �� w w Wl1 °i ry y W4 � � Vv I -W2 _ V /� W `� ' \ 10 1 2 � 8 1 ' ■ / • • • - ' .` o d 16 15 14 0 4x6 17 6x6 = 3x5 = 5x12 13 12 11 4x6 5x6 = 5x8 = 3x5 = 3x5 = 2 -5 -8 1 4 -5 -8 10-0-0 12 -2 -0 1 14 -2 -0 22 -0 -0 31 -10 -8 2 -5 -8 2 -0 -0 5 -6 -8 2 -2 -0 2 -0 -0 7 -10 -0 9 -10 -8 Plate Offsets (X,Y): [13:0- 6- 0,0 -2 -8], [17:0- 4- 0,0 -2 -8] LOADING(psf) 1 SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.70 Vert(LL) 0.30 10 -11 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.48 10 -11 >791 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(TL) 0.22 10 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) j Weight: 158 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2 -9 -3 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 5 -2 -3 oc bracing. I WEBS 2 X 4 DF Stud *Except* W10 2 X 4 DF No.1 &Btr I REACTIONS (Ib /size) 10= 1602/0 -4 -0, 2= 1749/0 -5 -8 I Max Horz2= 102(LC 5) I Max Upliftl0=- 609(LC 6), 2=- 692(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 2948/1065, 3 -4 =- 5082/1904, 4 -5 =- 3202/1149, 5 -6 =- 2951/1104, 6 -7 =- 2953/1103, 7 -8 =- 2630/1002, 8 -9 =- 2577/959, 9 -10 =- 2927/1056 BOT CHORD 2 -17 =- 944/2492, 16 -17 =- 984/2620, 15 -16 =- 1632/4426, 14 -15 =- 949/2778, 13 -14 =- 999/2833, 12 -13 =- 729/2241, 11 -12 =- 729/2241, 10 -11 =- 878/2522 WEBS 3 -17 =- 1114/418, 3 -16 =- 809/2185, 4 -16 =- 400/978, 4 -15 =- 1679/741, 5 -15 =- 277/576, 5 -14 =- 243/604, 6 -14 =- 55/148, 7 -14 =- 253/721, 7 -13 =- 1299/458, 8 -13 =- 252/667, 8 -11 =- 221/361, 9 -11 =- 322/210 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DO L =1.33. 13) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 Ib uplift at joint 10 and 692 Ib uplift at joint 2. 1 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. LOAD CASE(S) Standard Job — - `Truss I Truss Type ;Qty Ply T 0822AM j D ROOF TRUSS 1 11 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 j Job Reference (optional) 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:40 2008 Page 1 _1 -4 -0 6 -3-4 12 -0 -0 _ 20 -0 -0 25 -8 -12 r _ 31 -10 -8 I 1-4 -0 6 -3-4 5 -8 -12 8-0 -0 5 -8 -12 6 -1 -12 Scale = 1:58.6 6x6 = 5x6 =_ 4 5 T2 3x5 - I - 3x5 °a 3 > , IA/ W4 W 6 - W2 /� i W6 � � 1 2 : ; I B1 \- — w7 \ ,, 7 u 4x6 = 12 ° 11 13 10 9 8 4x6 = 2x4 I 3x5 = 3x5 = 4x8 2x4 6-3-4 12-0-0 20 -0 -0 I — 0 — 25 -8 -12 - — H- { — 31 -10 -8 __, 6 - 3 -4 5 -8 -12 8-0 -0 __ — 5 -8 -12 6.1.12 — _ LOADING (psf) SPACING 2 -0 -0 CSI — 1 TCLL 35.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.45 9 >839 360 MT 20 ES 9-11 0/ TCDL 8.0 Lumber Inc 1.15 BC 0.74 Vert(TL) -0.78 9 -11 >486 180 95 BCDL 8.0 Code IRC2006/TPI 002 (Matrix) Horz(TL) 0.12 7 n/a n/a �. Weight 146 Ib LUMBER —.— TOP CHORD 2 X 4 DF No.1 &Btr BRACING — — T OT 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3 -4 -3 oc purlins. WEBS 2 X 4 DF No.1& Except* BOT CHORD Rigid ceiling directly applied or 6 -7 -3 oc bracing. W4 2 X 4 DF No.1 &Btr WEBS 1 Row at midpt 4 -9 REACTIONS (lb /size) 7= 1650/0 -4 -0, 2= 1817/0 -5 -8 Max Horz2= 114(LC 5) Max Uplift7=- 624(LC 6), 2=- 706(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 3092/1089, 3-4 =- 2559/913, 4 -5 =- 2158/865, 5 -6 =- 2511/918, 6 -7 =- 3064/1107 BOT CHORD 2- 12=- 965/2633, 11- 12=- 965/2633, 11 -13 =- 686/2202, 10 -13 =- 686/2202, 9 -10 =- 686/2202, 8 -9 =- 906/2607, 7 -8 =- 906/2607 WEBS 3 -12 =- 65/162, 3 -11 =- 491/313, 4 -11 =- 262/496, 4 -9 =- 331/223, 5 -9 =- 248/443, 6 -9 =- 514/327, 6 -8 =- 73/163 'NOTES j 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =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 psf bottom chord live load nonconcurrent with any other live Toads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit j between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 624 Ib uplift at joint 7 and 706 Ib uplift at joint 2. 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. LOAD CASE(S) Standard I •Job Truss Truss Type —'Qty Ply ' 0822AM D4 I ROOF TRUSS 2 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7 0 � Job Reference (optional) 10 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:41 2008 Page 1 i - 1 -4 -0 _ 7 -3-4 14 -0 -0 18 -0 -0 24 -8 -12 31 -10 -8 1-4 -0 7 -3-4 6 -8 -12 4 -0 -0 6 -8 -12 7 -1 -12 Scale = 1:58.6 6x6 = 4x6 = 5 6 T2 3x5 ; T1 -- ! 1 ' ' 3x5 i 4 __,% -'-,' 3x5 oo 3 j �V� \ 4 W 7 I v cryy a Ici �'- W2 W6 �/ T4 r: % -- �� W7 v' / 4x6 o 13 12 11 10 g 4x6 2x4 II 3x5 = 3x5 = 4x8 = 2x4 Ii 1 7 -3-4 14 -0 -0 18 -0 -0 24 -8 -12 31 -10 -8 I I I 7 -3-4 6 -8 -12 4 -0 -0 6 -8 -12 7 -1 -12 ' LOADING (psf) 1 SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP 1 TCLL 35.0 I Plates Increase 1.15 TC 0.76 Vert(LL) -0.15 10 -12 >999 360 MT20 220/195 TCDL 8.0 1 Lumber Increase 1.15 BC 0.59 Vert(TL) -0.25 8 -9 >999 180 BCLL 0.0 * 1 Rep Stress Incr YES WB 0.60 Horz(TL) 0.11 8 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight 151 Ib LUMBER BRACING 1 TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6 -7 -3 oc bracing. WEBS 2 X 4 DF Stud *Except* W2 2 X 4 DF No.1 &Btr, W4 2 X 4 DF No.1 &Btr, W6 2 X 4 DF No.1&Btr REACTIONS (Ib /size) 8= 1602/0 -4 -0, 2= 1749/0 -5 -8 Max Horz2= 127(LC 5) Max Uplift8=- 636(LC 6), 2=- 719(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 2927/1099, 3-4 =- 2161/816, 4 -5 =- 2022/841, 5 -6 =- 1809/806, 6 -7 =- 2165/848, 7 -8 =- 2947/1119 BOT CHORD 2- 13=- 976/2477, 12 -13 =- 976/2477, 11 -12 =- 598/1807, 10 -11 =- 598/1807, 9 -10 =- 908/2499, 8- 9=- 908/2499 WEBS 3 -13 =- 109/276, 3 -12 =- 768/426, 5 -12 =- 272/448, 5 -10 =- 290/295, 6 -10 =- 273/455, 7 -10 =- 792/444, 7 -9 =- 115/274 '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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 13) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 636 Ib uplift at joint 8 and 719 Ib uplift at joint 2. 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. LOAD CASE(S) Standard 0822?�M Du s Truss Type I Qty I Ply ROOF TRUSS 3 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 — Job Reference (optional) 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:42 2008 Page 1 7 -9 -12 15 -6 -8 23 -3 -4 31 -6 -8 32-1013 7 -9 -12 7 -8 -12 — I 7 -8 -12 I - -- 8 -3-4 1 -4-0 4x6 i' Scale = 1:57.1 4 3x5 T V A p-- I 3x5 �! , 3x5 � 5 3x5 rj 2 VY 6 co // l � � W4, �� I i 3 ,--,-- i L � o B1 ® m L R2 - r> 5x6 11 I o 13 12 11 10 9 4x6 2x4 1 I 3x5 = 3x5 = 2x4 1 1 4x8 = 7 -9 -12 15 -6 -8 _ 23 -3 -4 31 -6 -8 7 -9 -12 7 -8 -12 7 -8 -12 —1 Plate Offsets (X,Y)�7:0- 1_0,0 -0 -2] — — — 8 -3 8-3-4 — — TOADING (psf) Plates ease 1.15 SPACING 210 — — — — _ CSI DEFL in (loc) I /defl Ud PLATES GRIP j TC 8.0 TC 0.95 Vert(L 0.48 9 -11 >773 360 MT20 220/195 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.86 9 -11 >434 180 1 BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(TL) 0.11 7 n/a n/a BCDL 8.0 Code IRC2006 /TPI2002 (Matrix) — _ Weight: 138 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr BRACING T OT CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied. WEBS 2 X 4 DF No.1 &Btr *Except* BOT CHORD Rigid ceiling directly applied or 6 -7 -2 oc bracing. W1 2 X 4 DF Stud, W5 2 X 4 DF Stud WEBS 1 Row at midpt 2 -11, 6 -11 WEDGE Left: 2 X 4 DF Stud 1 REACTIONS (Ib /size) 1 = 1586 /Mechanical, 7= 1733/0 -5 -8 Max Horz 1=- 140(LC 6) Max Upliftl=- 639(LC 5), 7=- 723(LC 6) 1 FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 2784/1062, 2 -3 =- 1930/762, 3-4 =- 1781/792, 4 -5 =- 1781/793, 5 -6 =- 1930/763, 6 -7 =- 2848/1092, 7 -8 =0/53 BOT CHORD 1 -13 =- 923/2318, 1 2- 13=- 923/2318, 1 1- 12=- 923/2318, 10- 11=- 831/2393, 9- 10=- 831/2393, 7- 9=- 831/2393 1 WEBS 2 -13 =- 123/282, 2 -11 =- 880/476, 4 -11 =- 487/928, 6 -11 =- 950/515, 6 -9 =- 138/346 1 NOTES 1) Unbalanced roof live loads have been considered for this design. 12) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch 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 loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 1 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 Ib uplift at joint 1 and 723 Ib uplift at joint 7. 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. LOAD CASE(S) Standard :Job — -- - Truss Truss Type Qty 1 Ply - -_ -- 0822AM D6 ROOF TRUSS I2 I 1 1 — mob R optional) • FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 — — _ 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:432008 Page 1 4 -0 -0 9 -9-4 15 -6 -8 25-9-3 — 20 -7 -14 31 -6 -8 32 -10 -$ 4 -0 -0 5-9-4 5 -9-4 5 -1 -6 2x4 5 -1 -6 5 -9 -5 1 -4 -0 Scale = 1:55.3 4x6 I 5 � W5 � � 3x5 � W4 /; �� 6 4 3x5 , / W6 3x5 3 W6 3x5 �/ �V 7 2x4 , . - 12 1 6x10 � 7 B� - 13 11 M ch 4x8 _ 3x5 rt 10 Io 6x6 14 3x12 5x6= 4-0-0 10 -9-4 17 -6 -8 40 - 0 694 + 2 429 31 6 -9-4 Plate Offsets (X,Y): [9:0- 0- 10,Edge] — 6 -8 -1 7 -3 -15 LOADING (psf) � - — — — (P f) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 1 TCDL 8.0 Lumber Plates Increase 1.15 TC 1.00 Vert(LL) -0.41 11 -12 >908 360 MT20 220/195 BC 0.76 Vert(TL) -0.71 BCLL 0.0 * Rep Stress I cS YES WB 0.76 Horz(TL) 11 -12 >524 (TL) 0.43 9 180 /a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) — — i— Weight: 142 1b LUMBER -- — —_ BRACING TOP CHORD 2 X 4 DF No.1 &Btr *Except* T4 2 X 4 DF SS TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 5 -1 -7 oc bracing. WEBS 2 X 4 DF Stud *Except* WEDGE Left: 2 X 4 DF Stud W4 2 X 4 DF No.1 &Btr REACTIONS (Ib /size) 1= 1586 /Mechanical, 9= 1733/0 -5 -8 Max Horz 1=- 141(LC 6) Max Upliftl=- 639(LC 5), 9=- 723(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 2904/1156, 2 -3 =- 3419/1294, 3 -4 =- 3309/1317, 4 -5 =- 3266/1378, 5 -6 =- 3816/1408, 6 -7 =- 4779/1899, 7 -8 =- 4961/1879, 8 -9 =- 5346/1969, 9 -10 =0/49 1 BOT CHORD 1 -14 =- 1037/2466, 13 -14 =- 1046/2521, 12- 13=- 710/2519, 11- 12=- 1239/4035, 9 -11 =- 1671/4777 WEBS 2 -14 =- 517/173, 2 -13 =- 75/529, 4 -13 =- 483/233, 5 -13 =- 487/812, 5 -12 =- 773/2268, 6 -12 =- 742/395, 6 -11 =- 435/686, 8 -11 =- 365/190 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 loads. i 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 15) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 Ib uplift at joint 1 and 723 Ib uplift at joint 9. 1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply ' 0822AM D7 �� ROOF TRUSS 9 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:44 2008 Page 1 -1-4-0, 4 -5 -8 10 -2 -12 16 -0 -0 1 21 -1 -6 26 -2 -11 , 32 -0 -0 1 33-4 U 4 -5 -8 5 -9-4 5 -9-4 5 -1 -6 5 -1 -6 5 -9 -5 1-4 -0 Scale = 1:57.6 4x6 I I 6 2x4 �A " // �W 3x5 12 7 W4///// W6 3x5 3x5 4x6 ; 'W3 8 2x4 ; 3 ,. W2 !i 13 _ � 4 4x12 14 12 3 10 0 1 3 5 5 11Io 15 4x8 5x6 4-2-12 2 8 11 -2 -12 18 -0 -0 24 -8 -1 32 -0 -0 4 -2 -12 0 12 6 -9-4 6 -9 -4 6 -8 -1 7 -3 -15 [ Plate Offsets (X,Y): [10:0- 0- 14,Edge] _ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.29 12 -13 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.64 1 Vert(TL) -0.51 12 -13 >644 180 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(TL) 0.30 10 n/a n/a BCDL 8.0 Code IRC2006 /TPI2002 (Matrix) Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 5 -7 -7 oc bracing. WEBS 2 X 4 DF Stud *Except* W4 2 X 4 DF No.1 &Btr REACTIONS (Ib /size) 15= 2024/0 -5 -8, 10= 1477/0 -5 -8 Max Horz 15=- 126(LC 6) Max Upliftl5=- 842(LC 5), 10=- 645(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/51, 2 -3 =- 331/746, 3 -4 =- 1936/694, 4 -5 =- 1825/716, 5 -6 =- 1782/763, 6 -7 =- 2739/987, 7 -8 =- 3761/1588, 8 -9 =- 3943/1567, 9 -10 =- 4344/1662, 10 -11 =0/49 BOT CHORD 2- 15=- 580/366, 14 -15 =- 726/325, 13 -14 =- 370/1712, 12- 13=- 861/3060, 10 -12 =- 1393/3867 WEBS 3 -15 =- 1734/679, 3 -14 =- 833/2328, 5 -14 =- 481/232, 6 -14 =- 344/43, 6 -13 =- 633/1812, 7 -13 =- 752/402, 7 -12 =- 452/709, 9 -12 =- 379/199 ,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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI /TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 842 Ib uplift at joint 15 and 645 Ib uplift at joint 10. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty I Ply • '. 0822AM D8 ROOF TRUSS 5 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:45 2008 Page 1 8 -1 -12 15-10-8 +- — 23 -7-4 --_ -- — 31 -10 -8 [ 33-2-8 1 8 -1 -12 7 -8 -12 7 -8 -12 8 -3-4 1 -4 -0 Scale = 1:57.3 4x6 II 4 3x5 \ 3x5 I 3x5 // x 3 5 35 2 %'C 6 T3\ \ W2 W4 W5 7 R2 ch o o 5x6 = 13 12 11 10 9 4x6 2x4 'I 3x5 = 4x8 = 3x5 2x4 II —_ 8 -1 -12 15 -10 -8 23 -7 -4 31-10-8 8 -1 -12 7 -8 -12 7 -8 -12 8 -3-4 Plate Offsets (X,Y): [1:0- 0- 3,Edge], [7:0- 1- 0,0 -0 -2] LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.99 Vert(LL) 0.28 9 -11 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.42 9 -11 >899 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.44 Horz(TL) 0.11 7 n/a n/a BCDL 8.0 I Code IRC2006/TPI2002 (Matrix) Weight: 138 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 6 -4 -7 oc bracing. WEBS 2 X 4 DF No.1 &Btr *Except` WEBS 1 Row at midpt 2 -11, 6 -11 W1 2 X 4 DF Stud, W5 2 X 4 DF Stud REACTIONS (lb /size) 1= 1606/0 -2 -0, 7= 1753/0 -5 -8 Max Horz 1=- 140(LC 6) Max Upliftl=- 648(LC 5), 7=- 731(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 2894/1108, 2 -3 =- 1974/778, 3 -4 =- 1825/808, 4 -5 =- 1825/812, 5 -6 =- 1974/782, 6 -7 =- 2885/1099, 7 -8 =0/53 BOT CHORD 1 -13 =- 973/2438, 12 -13 =- 973/2438, 11 -12 =- 973/2438, 10 -11 =- 838/2425, 9 -10 =- 838/2425, 7 -9 =- 838/2425 WEBS 2 -13 =- 130/299, 2 -11 =- 955/514, 4 -11 =- 504/970, 6 -11 =- 939/506, 6 -9 =- 129/315 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 648 Ib uplift at joint 1 and 731 Ib uplift at joint 7. 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. LOAD CASE(S) Standard Job I Truss I Truss Type Qty ply ', • ' 0822A D9 ROOF TRUSS i 1 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 Job Reference (optional) 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:47 2008 Page 1 4 -1 -12 7 -10 -8 _ 13 -3 -1 18 -5 -15 23 -10 -8 27 -7 -4 31 -10 -8 33 -2 -4 4 -1 -12 3 -8 -12 5 -4 -9 5 -2 -13 5 -4 -9 3 -8 -12 4 -3 -4 1 -4 -0 Scale = 1:57.0 6x10 MT18H= 6x10 MT18H= 2x4 4x8 = 3 4 5 6 3x5 , P T2 �� 3x5 co W 13 � \W4 W6 z , W8 Wb 7 I � \ 1 \ T� J 9 Iv1 8 il. 5x6 5x6 = 16 15 14 13 12 11 10 4x6 2x4 i! 6x6 = 6x10 MT18H= 10x10 = 2x4 4x6 6x10 = 4x8 II Hil 4 -1 -12 7 -10 -8 13 -3 -1 18 -5 -15 23 -10 -8 27 -7 -4 31 -10 -8 I II 1 4-1-12 3 -8 -12 5 -4 -9 5 -2 -13 5 -4 -9 3 -8 -12 4-3-4 LPlate Offsets (X,Y)_ j1 :0- 0_3,Edge1, [1:0- 7- 5,0- 1 -12], [3:0- 7- 4,0 -2 -8], [6 :0- 6- 4,0 -2 -0], [8:0- 1- 11,Edge], [8:0- 8- 0,0 -3 -4] LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.96 I Vert(LL) -0.60 12 -14 >637 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.89 I Vert(TL) -1.01 12 -14 >375 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.22 8 n/a n/a BCDL 8.0 Code IRC2006 /TPI2002 (Matrix) Weight: 176 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 1 -7 -11 oc purlins. BOT CHORD 2 X 6 DF 2400F 1.7E BOT CHORD Rigid ceiling directly applied or 5 -6 -15 oc bracing. WEBS 2 X 4 DF Stud WEBS 1 Row at midpt 5 -11 WEDGE Left: 2 X 4 DF Stud REACTIONS (Ib /size) 1= 3978/0 -4 -4 (input: 0 -2 -0), 8= 3732/0 -4 -0 (input: 0 -3 -8) Max Horz 1=- 195(LC 6) Max Upliftl=- 1366(LC 5), 8=- 1308(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 7564/2568, 2 -3 =- 6873/2375, 3-4 =- 8210/2881, 4 -5 =- 8209/2880, 5 -6 =- 6390/2235, 6 -7 =- 7271/2507, 7 -8 =- 7346/2473, 8 -9 =0/58 BOT CHORD 1- 16=- 2206/6697, 15- 16=- 2206/6697, 14- 15=- 2049/6118, 13- 14=- 2847/8355, 12- 13=- 2847/8355, 11- 12=- 2847/8355, 10 - 11 =- 2156/6472,8 -10 =- 2156/6472 WEBS 2 -16 =- 258/624, 2 -15 =- 622/270, 3 -15 =- 529/1317, 3 -14 =- 998/2707, 4 -14 =- 294/81, 5 -14 =- 291/98, 5 -12 =- 480/1212, 5 -11 =- 2521/918, 6- 11=- 1044/2905, 7 -11 =- 87/309, 7- 10=- 189/51 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 C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DO L =1.33. 3) Provide adequate drainage to prevent water ponding. 14) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 1, 8 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1366 Ib uplift at joint 1 and 1308 Ib uplift at joint 8. 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. 10) Girder carries hip end with 8 -0 -0 right side setback, 0 -0 -0 left side setback, and 8 -0 -0 end setback. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 884 Ib down and 285 Ib up at 23 -10 -8 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 11) Regular: Lumber Increase =1.15, Plate Increase =1.15 Continued on page 2 Job Truss Truss Type Qty Ply 0822AM D9 ROOF TRUSS 1 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 Job Reference (optional) 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:47 2008 Page 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1- 3=- 43(F =43), 3- 6=- 43(F =43), 6- 9 = -86, 1- 11=- 203(F= -188), 8- 11 = -16 Concentrated Loads (lb) Vert: 11=- 884(F) • Job I Truss Truss Type Qty Ply '0822AM EJ1 MONO TRUSS 21 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 1 Job Reference (optional) 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:48 2008 Page 1 -1-4 -0 4-1 -8 8 -0 -0 1-4 -0 4 -1 -8 3 -10 -8 2x4 ! Scale = 1:22.7 4 / 2x4 3 iT �� \. 1(\/1 / 2 \ �L J �t 1 71 2x4 = 3x5 = 8 -0 -0 — 8-0-0 . ' LOADING (psf) SPACIN 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.20 Vert(LL) 0.18 2 -5 >512 360 MT20 220/195 TCDL 8.0 1 Lumber Increase 1.15 BC 0.42 Vert(TL) - rt(TL) 0.35 2 -5 >264 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 i Code IRC2006/TPI2002 (Matrix) Weight: 36 Ib !LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2 X 4 DF No.1 &Btr end verticals. WEBS 2 X 4 DF Stud BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 2= 544/0 -5 -8, 5= 374/0 -5 -8 Max Horz2= 181(LC 4) Max Uplift2=- 240(LC 5), 5=- 183(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 463/107, 3 -4 =- 89/46, 4 -5 =- 136/51 BOT CHORD 2 -5 =- 132/340 WEBS 3 -5 =- 384/187 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch left and right exposed; Lumber DOL =1.33 plate grip DOiL =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 Ib uplift at joint 2 and 183 Ib uplift at 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 Job I Truss Truss Type Qty Ply 0822AM EJ2 ROOF TRUSS 3 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 Job Reference (optional) 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:49 2008 Page 1 1 -1 -4 -0 F 2 -5 -8 4 -5 -8 8 -0 -0 1-4 -0 2 -5 -8 2 -0 -0 3 - - 2x4 Scale = 1:22.5 5 3x5 �V q M 3x5 W 3 1N2 — B3 j 5x6 3x5 1� L 8 2x4 4x6 2-5-8 4-5-8 _ I 8 -0 -0 2 -5 -8 2 -0 -0 3 -6 -8 - Plate Offset : X,Y 8:0- 3- 8,0 -2 -4] LOADING (psf) I SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.01 7 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.11 Vert(TL) -0.02 7 >999 ) 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight 39 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2 X 4 DF No.1 &Btr end verticals. WEBS 2 X 4 DF Stud BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 6= 374 /Mechanical, 2= 544/0 -5 -8 Max Horz 2= 187(LC 4) Max Uplift6=- 186(LC 5), 2=- 237(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 556/166, 3 -4 =- 674/277, 4 -5 =- 73/40, 5 -6 =- 117/44 BOT CHORD 2 -8 =- 223/418, 7 -8 =- 230/451, 6- 7=- 266/561 WEBS 3 -8 =- 165/73, 3 -7 =- 89/189, 4 -7 =- 130/229, 4 -6 =- 607/322 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 6 and 237 Ib uplift at joint 2. 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/TPI 1. LOAD CASE(S) Standard II Job Truss Truss Type Qty Ply '0822AM G1 ROOF TRUSS 1 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:50 2008 Page 1 3 - - 5 -7 -8 8 -2 -0 11 -3 -0 3-1-0 2 -6 -8 2 -6 -8 3 -1 -0 4x6 I Scale 1:19.2 3 3x6 j 3x6 2 W3 4 „--T1 . T 2-- (41) IVV1 W2 8 7 6 4x1 MT18H 4x8 ! 10x10 = 4x8 4x12 MT18H 3 -1 -0 8 5 -7 - 8 -2 -0 - -- 11- -0 3 -1 -0 2 -6 -8 2-6-8 3 1 . 0 Plate Offsets (X,Y): [1:0- 3- 9,0 -2 -0], [5:0- 3- 9,0- 2_0],[7:0- 5- 0,0 -6 -8] -- I LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.11 7 >999 360 MT20 220/195 TCDL 8.0 * Lumber Increase 1.15 BC 0.93 Vert(TL) -0.19 7 -8 >688 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.05 5 n/a n/a BCDL 8.0 Code IRC2006 /TPI2002 (Matrix) Weight: 62 Ib 'LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 1 -11 -13 oc purlins. BOT CHORD 2 X 8 DF SS BOT CHORD Rigid ceiling directly applied or 7 -8 -15 oc bracing. WEBS 2 X 4 DF Stud *Except* W3 2 X 4 DF No.1 &Btr REACTIONS (Ib /size) 1= 4598/0 -5 -8, 5= 4598/0 -5 -8 Max Horz 1= -35(LC 3) Max Upliftl=- 1113(LC 5), 5=- 1113(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 7009/1685, 2 -3 =- 5438/1331, 3- 4=- 5438/1331, 4 -5 =- 7009/1686 BOT CHORD 1 -8 =- 1506/6224, 7 -8 =- 1506/6224, 6 -7 =- 1473/6224, 5 -6 =- 1473/6224 WEBS 2 -8 =- 315/1341, 2 -7 =- 1600/426, 3 -7 =- 1088/4489, 4 -7 =- 1600/428, 4 -6 =- 313/1341 NOTES 1) Unbalanced roof live Toads have been considered for this design. 1 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch 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 loads. 4) All plates are MT20 plates unless otherwise indicated. 5) * This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1113 Ib uplift at joint 1 and 1113 Ib 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 carries tie -in span(s): 31 -10 -8 from 0 -0 -0 to 11 -3 -0 19) In the LOAD CASE(S) section, loads applied to 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 I Uniform Loads (plf) Vert: 1- 3 = -86, 3- 5 = -86, 1- 5=- 766(F = -750) Job — — — Truss Truss Type —. .- T Qty Pl 'b82�AM HF y GAB j4 1 FRANKLIN BUILDING SUPPLY ! Job Reference o tional PP LY, JEROME, ID. 83338 - 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:50 2008 Page 1 7-11-0 7 -11 -0 2x4 I I Scale = 1:47.5 5 2x4 -,I 4 2x4 11 ; ;r7 � 1 w `�I T/ � 3 �; ao 2x4 II ; S / ST3 2 % I I 1 j/ i I 1 5 J PI i FI L -- E II 2x4 9 8 2x4 11 2x4 1 1 2x4 I I 2x4 ! I — — 7 -11 -0 — 7 -11 -0 (psf) — DEFL in (loc) I /deft Lid LOADING s � S PACING 2 -0 -0 CSI - - TCLL 35.0 Plates Increase 1.15 TC 0.39 Vert LL n/a PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.02 Vert( LL) n/a 999 MT20 220/195 BCLL 0.0 * Rep Stress Ina YES Horz(TL) 0.00 - n/a n/a BCDL 8.0 WB 0.13 Horz(TL) 0.00 6 n/a Code IRC2006/TP n/a 12002 (Matrix) Weight 53 1b I LUMBER — — CHORD 2 X 4 DF No.1 &Btr BRACING BOT CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except I WEBS 2 X 4 DF No.1 &Btr end verticals. OTHERS 2 X 4 DF Stud BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 1 Row at midpt 5 -6 REACTIONS (Ib /size) 1= 65/7 -11 -0, 6= 71/7 -11 -0, 9= 208/7 -11 -0, 8= 204/7 -11 -0, 7= 211/7 -11 -0 Max Horz 1= 337(LC 4) Max Upliftl=- 145(LC 3), 6=- 102(LC 4), 9=- 151(LC 5), 8=- 151(LC 5), 7=- 151(LC 5) Max Grav1= 277(LC 4), 6= 140(LC 3), 9= 208(LC 1), 8= 204(LC 1), 7= 211(LC 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 378/223, 2 -3 =- 302/206, 3 -4 =- 223/191, 4 -5 =- 141/170, 5 -6 =- 133/109 BOT CHORD 1 -9 =- 71/108, 8 -9 =- 71/108, 7 -8 =- 71/108, 6 -7 =- 71/108 WEBS 2 -9 =- 176/171, 3 -8 =- 172/170, 4 -7 =- 177/171 iNOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; I cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2 -0 -0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 Ib uplift at joint 1, 102 Ib uplift at joint 6, 151 Ib uplift at joint 9, 151 Ib uplift at joint 8 and 151 Ib uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type I Qty I Ply $'0822.AM HR1 ROOF TRUSS 1 I 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:51 2008 Page 1 1 -10 -10 4 -1 -9 7 -6 -9 11 -3 -0 1 -10 -10 4-1-9 3 -4 -15 3-8 -7 2x$c ?le = 1:23.3 5 6 3x5 4 3x5 -' 4,, 3 ; ; / Wy W4 I I � W1 �� W2 2 J 3z , 10 9 84, 3x5 2x4 11 3x5 = 3x5 = 4 -1 -9 7 -6 -9 11 -3 -0 4-1-9 3 -4 15 3-8 -7 I I I LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 I Plates Increase 1.15 TC 0.45 Vert(LL) -0.03 9 -10 >999 360 MT20 220/195 TCDL 8.0 I Lumber Increase 1.15 BC 0.27 Vert(TL) -0.05 9 -10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(TL) 0.02 8 n/a n/a I BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight 54 Ib II—LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5 -11 -6 oc purlins, except BOT CHORD 2 X 4 DF No.1 &Btr end verticals. WEBS 2 X 4 DF Stud BOT CHORD Rigid ceiling directly applied or 9 -9 -0 oc bracing. REACTIONS (Ib /size) 8= 1054 /Mechanical, 2= 720/0 -4 -15 Max Horz 2= 273(LC 4) Max Uplift8=- 423(LC 5), 2=- 307(LC 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 1179/335, 3 -4 =- 890/222, 4 -5 =- 156/72, 5 -6= -15/0, 5 -8 =- 370/175 BOT CHORD 2 -10 =- 455/1072, 9 -10 =- 455/1072, 8 -9 =- 314/794, 7 -8 =0/0 WEBS 3 -10 =- 47/118, 3 -9 =- 305/166, 4 -9 =- 89/268, 4- 8=- 963/419 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 Ib uplift at joint 8 and 307 Ib uplift at joint 2. 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 /TPI 1. 7) In the LOAD CASE(S) section, loads applied to 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 (plf) Vert: 1 -2 = -86 Trapezoidal Loads (plf) Vert: 2=- 4(F =41, B= 41)- to- 5=- 236(F = -75, B = -75), 5=- 166(F = -75, B=- 75)- to- 6=- 172(F = -78, B = -78), 2=- 0(F =8, B= 8)- to- 7=- 45(F = -15, B = -15) Job Truss Truss Type YP Qty Ply 'b82ZAM HR2 ROOF TRUSS 1 I 1 FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 Job Reference (optional) 7.010 s Sep 1 1 2007 MiTek Industries, Inc. Fri Aug 22 10:12:52 2008 Page 1 1 -10 -10 6 -2 -3 3-4 11 -3 -0 1 -10 -10 3 -4-4 2 -9 -15 5 -0 -14 2x4 1 1 Scale = 1:23.7 5 6 , 3x5 4 \ 3x5 /, ` W4 r� 3 j j . \\`� 4 B1 5x6 3 o ch i , a j \ I 10 3x5 5x6 = 3-4-4 6 -2-3 - 11- 30 4 4 3-- 2 -9 -15 I = _ 5 -0 -14 Plate Offsets (X,Y): 110:0-3-0,0-2-7] LOADING (psf) SPACING 2 -0 -0 CSI 1 DEF in (Ioc) I/defl Lid PLATES GRIP TCLL 35.0 I Plates Increase 1.15 TC 0.70 Vert(LL) -0.06 9 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.12 8 -9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(TL) 0.04 8 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight 51 Ib ILUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 4 -2 -4 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 7 -6 -8 oc bracing. WEBS 2 X 4 DF Stud REACTIONS (Ib /size) 2= 714/0 -7 -12, 8= 1048 /Mechanical Max Horz2= 300(LC 3) Max Uplift2=- 283(LC 3), 8=- 436(LC 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -11 =0/45, 2 -11 =0/45, 2 -3 =- 1100/257, 3 -4 =- 1947/631, 4 -5 =- 152/101, 5 -6= -15/0 BOT CHORD 2 -10 =- 484/983, 9 -10 =- 486/1009, 8 -9 =- 788/1787, 7 -8 =0/0 WEBS 3 -10 =- 344/134, 3 -9 =- 362/893, 4 -9 =- 156/400, 4 -8 =- 1854/818, 5 -8 =- 456/222 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 1 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 Ib uplift at joint 2 and 436 Ib uplift at joint 8. 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 /TPI 1. 7) In the LOAD CASE(S) section, loads applied to 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 (plf) Vert: 1- 11 = -86 Trapezoidal Loads (plf) Vert: 11= 0(F =43, B= 43)- to- 5=- 236(F = -75, B = -75), 5=- 166(F = -75, B=- 75)- to- 6=- 172(F = -78, B = -78), 2 =- 1(F =7, B= 7)- to- 10=- 13(F =1, B =1), 10=- 13(F =1, B= 1)- to- 9=- 25(F =-4, B = -4), 9=- 25(F = -4, B=- 4)- to- 7=- 45(F = -15, B = -15) Job Truss Truss Type QtyPly 1 u 822AM J1 ROOF TRUSS 1 4 1 Job Reference (optional) FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:53 2008 Page 1 -1 -4 -0 1 -11 -11 3 1 1 - - 1 -11 -11 Scale = 1:7.5 o i � \ - ,----- ( / 2 / T1 v % ' /' B1 a U 4 2x4 1 -11 -11 1 -11 -11 LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 35.0 1 Plates Increase 1.15 TC 0.15 1 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2 -4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 I Code IRC2006 /TPI2002 (Matrix) Weight: 8 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 1 -11 -11 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 2= 269/0 -5 -8, 4 =15 /Mechanical, 3 =36 /Mechanical Max Horz2 =81(LC 5) Max Uplift2=- 135(LC 5), 4= -13(LC 3), 3= -17(LC 6) Max Grav2= 269(LC 1), 4 =34(LC 2), 3 =36(LC 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/52, 2- 3 = -61/9 BOT CHORD 2 -4 =0 /0 ,NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide wit fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 Ib uplift at joint 2, 13 Ib uplift at joint 4 and 17 Ib uplift at joint 3. 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 /TPI 1. LOAD CASE(S) Standard I I Job ',Truss Truss Type Qty y � YP Q PI 0822AM J2 ROOF TRUSS 2 ! 1 FRANKLIN BUILDING SUPPLY, Job Reference (optional) P JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:53 2008 Page 1 H -1 -4-0 3 -11 -11 1-4 -0 3 -11 -11 3 H i Scale = 1:11.2 X I 1 2 — A B1 i s kx fH 4 �/ 2x4 = — — 3 -11 -11 - _ - 3-11-11 LOADING(psf) I SPACING 2 -0 -0 CSI 1 DEFL in (loc) I /deft L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.18 I Vert(LL) -0.01 2 -4 >999 360 MT20 220/195 j TCDL 8.0 Lumber Increase 1.15 BC 0.10 Vert(TL) -0.02 2-4 >999 180 BCLL 0.0 BCDL g 0 I Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code IRC2006 /TPI2002 1 (Matrix) I Weight: 14 Ib LUMBER — —. BRACING TOP CHORD 2 X 4 DF No.1 &Btr T OT CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3 -11 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 135 /Mechanical, 2= 352/0 -3 -8, 4 =30 /Mechanical Max Horz2= 122(LC 5) Max Uplift3= -64(LC 5), 2 =- 157(LC 5), 4 = -25(LC 3) Max Grav3= 135(LC 1), 2= 352(LC 1), 4 =68(LC 2) 1 FORCES (Ib) - Maximum Compression /Maximum Tension ' TOP CHORD 1 -2 =0/52, 2- 3= -89/48 BOT CHORD 2 -4 =0 /0 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch left and right exposed; Lumber DOL =1.33 plate grip 1 DOL =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 Ib uplift at joint 3, 157 Ib uplift at joint 2 and 25 Ib uplift at joint 4. 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 /TPI 1. LOAD CASE(S) Standard 1 Job Truss Truss Type Qty , Ply Von 822AM J2A ROOF TRUSS '2 1 1 1 Job Reference (optional) FRANKLIN 7.0 LIN BUILDING SUPPLY, JEROME, ID. 83338 10 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:54 2008 Page 1 - 1 - 4 - 0 2 - - ___ 3 - 11 - 11 — I 1 - 4 - 0 2-5-8 1-6 -3 4 ' � T Scale = 1:11.2 j 3x5 / '�� /\ W2 N / �� i 1,I fit �� W1 B2 / 2 / / w [ [ 3x5 = ° �/ B1 l � _ 1 x % 7 4x6 = 2x4 2-5-8 3 -11 -11 2 - - 1 -6 -3 ' Offsets (X,Y): [6:0- 2- 5 ,0 -1 -8], [7:0- 3- 8,0 -2 -4] -_ LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 35.0 1 Plates Increase 1.15 TC 0.19 1 Vert(LL) -0.00 7 >999 360 MT20 220/195 TCDL 8.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 2 -7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 4 n/a n/a BCDL 8.0 Code IRC2006 /TP12002 (Matrix) Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 3 -11 -11 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 DF Stud REACTIONS (Ib /size) 4= 68/0 -1 -8, 2= 359/0 -5 -8, 5 =89 /Mechanical , Max Horz2= 138(LC 5) Max Uplift4= -36(LC 5), 2=- 159(LC 5), 5= -52(LC 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2- 3=- 187/20, 3- 4= -25/24 BOT CHORD 2 -7 =- 66/101, 6 -7 =- 65/111, 5 -6= -24/40 , WEBS 3 -7 =- 17/41, 3 -6 =- 106/53 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. , 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 14) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ib uplift at joint 4, 159 Ib uplift at joint 2 and 52 Ib uplift at joint 5. 1 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced I standard ANSI /TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply RA AM BUILbwr J3 ROOF TRUSS 2 ,. Job Reference (optional) SUPPLY, JEROME, ID. 83338 7.010 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:55 2008 Page 1 1 -0 5 -11 11 1-4 -0 5 -11 -11 3 r> Scale = 1:15.7 � i IYI 1 a l v -' j .�1 i , 2 j 6 �� - B1 4 �J 2x4 5 -11 -11 5-11-11 LOADING (psf) I SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.06 2 -4 >999 360 MT20 220/195 i TCDL 8.0 I Lumber Increase 1.15 BC 0.24 Vert(TL) -0.11 2 -4 >610 180 BCLL 0.0 * 1 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 1 Code IRC2006 /TPI2002 (Matrix) Weight: 19 Ib !LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 5 -11 -11 oc purlins. I BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 230 /Mechanical, 2= 445/0 -3 -8, 4 =46 /Mechanical Max Horz2= 163(LC 5) j Max Uplift3=- 112(LC 5), 2=- 185(LC 5), 4= -38(LC 3) Max Grav3= 230(LC 1), 2= 445(LC 1), 4= 104(LC 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/52, 2 -3 =- 122/83 I BOT CHORD 2 -4 =0/0 NOTES 11) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 Ib uplift at joint 3, 185 Ib uplift at joint 2 and 38 Ib uplift at joint 4. 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/TPI 1. LOAD CASE(S) Standard Job Qty Ply Truss 'Truss Type 2AM J3A ROOF TRUSS 2 1 Job Reference (optional) 7 O • FRANKLIN BUILDING SUPPLY, JEROME, ID. 83338 10 s Sep 11 2007 MiTek Industries, Inc. Fri Aug 22 10:12:55 2008 Page 1 L__ -1 -4 -0 2 -5 -8 4-5 -8 5 -11 -11 I 1-4 -0 2 -5 -8 2 -0 -0 1 -6 -3 5 Scale = 1:15.7 3x5 4 i - ' � �� U114 v 3x5 N W W2 1 /- j W1I % / z\ 7 6; o 2 / 8 5x6 o ' 5x6 o 61 1 1 9 1 1,- -).- ', 4 �� 2x4 2 -5 -8 4-5-8 5 -11 -11 2 -5 -8 2 -0 -0 1 -6 -3 Plate Offsets (X,Y): [7 :0- 2- 8,Edge], [9:0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 35.0 1 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 9 >999 360 MT20 220/195 TCDL 8.0 I Lumber Increase 1.15 BC 0.12 Vert(TL) -0.01 9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 8.0 1 Code IRC2006/TPI2002 (Matrix) Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr TOP CHORD Structural wood sheathing directly applied or 5 -11 -11 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2X4DFStud REACTIONS (Ib /size) 5= 34/0 -1 -8, 2= 450/0 -5 -8, 6= 235 /Mechanical Max Horz2= 186(LC 5) Max Uplift5= -16(LC 5), 2=- 186(LC 5), 6=- 133(LC 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/53, 2 -3 =- 377/68, 3-4 =- 296/92, 4 -5= -35/10 1 BOT CHORD 2 -9 =- 162/266, 8 -9 =- 165/291, 7 -8 =- 119/215, 6 -7 =0/0 WEBS 3 -9 =- 93/44, 3 -8 =- 26/16, 4 -8 =- 120/201, 4 -7 =- 343/190 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; 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; porch left and right exposed; Lumber DOL =1.33 plate grip i l DO L =1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit I between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 5. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 Ib uplift at joint 5, 186 Ib uplift at joint 2 and 133 Ib uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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. LOAD CASE(S) Standard .y ( 4 • i Cti REScheck Software Vers Compliance C( 09 00 142 809 Griffin St- Marler Construction Project Title: XTREME AIR HENDERSON SPEC Report Date: 08/27/08 Data filename: C:1Program files\Check\REScheck\XTREME AIR HENDERSON SPEC.rck Energy Code: 2003 IECC Location: Rexburg, Idaho Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 8693 Construction Site: Owner /Agent: Designer /Contractor: REXBURG, ID 83440 JIM OLSON XTREME AIR 199 N 4242 E RIGBY, ID 83442 208 - 201 -0212 jimo id @yahoo.com Compliances Passes Compliance: 15.8% Better Than Code Maximum UA: 335 Your UA: 282 Gross Cavity Cont. Glazing UA Assembly Area or R -Value R -Value or Door Perimeter U- Factor Wall 1: Wood Frame, 16" o.c. 40 19.0 0.0� 7 G Wall 2: Wood Frame, 16" o.c. 2 371,. 19.0 0.0 17 Door 1: Solid 21 0.350 7 Window 1: Vinyl Frame:Double Pane with Low -E 60 0.350 Wall 3: Wood Frame, 16" o.c. 21 264 19.0 0.0 16 Wall 4: Wood Frame, 16" o.c. 447 19.0 0.0 Window 1: Vinyl Frame:Double Pane with Low -E 22 34 0.350 12 Window 2: Vinyl Frame:Double Pane with Low -E 46 Wall 5: Wood Frame, 16" o.c. 0.350 16 153 19.0 0.0 9 Wall 6: Wood Frame, 16" o.c. 171 19.0 0.0 Basement Wall 1: Solid Concrete or Masonry 10 ry 248 11.0 0.0 18 Wall height: 8.4' Depth below grade: 6.0' Insulation depth: 8.4' Basement Wall 2: Solid Concrete or Masonry 352 11.0 0.0 Wall height: 8.4' 23 Depth below grade: 6.0' Insulation depth: 8.4' Window 1: Vinyl Frame :Double Pane with Low-E 32 Basement Wall 3: Solid Concrete or Masonry 248 11.0 0.0 16 0.350 1 Wall height: 8.4' Depth below grade: 6.0' Insulation depth: 8.4' Window 1: Vinyl Frame:Double Pane with Low-E 16 Basement Wall 4: Solid Concrete or Masonry 0.350 6 Wall height: 8.4' ry 352 11.0 0.0 23 Depth below grade: 6.0' Insulation depth: 8.4' Window 1: Vinyl Frame:Double Pane with Low-E 32 Ceiling 1: Flat Ceiling or Scissor Truss 0.350 11 1401 38.0 0.0 42 Air Conditioner 1: Electric Central Air13 SEER Furnace 1: Forced Hot Air92.2 AFUE Project Title: XTREME AIR HENDERSON SPEC Data filename: C:1Program filestCheck \REScheck\XTREME AIR HENDERSON SPEC.rck Report agte: 27/08 Page 1 of of 2 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 2003 IE"'CC requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Notes: Job Number. HENDERSON SPEC Project Title: XTREME AIR HENDERSON SPEC Report date: 08/27/08 Data filename: C:1Program files\Check\REScheckxXTREME AIR HENDERSON SPEC.rck Page 2 of 2 3 ( e ( • - _ Load Short Form Job: HENDERSON SPEC Date: Aug 27, 2008 Entire House C �, en ER ey 09 00142 809 Griffin St- Marl Construction Project Infor For: JIM OLSON, XTREME AIR 199 N 4242 E, RIGBY, ID 83442 Phone: 208- 201 -0212 Email: jimo_id @yahoo.com Design Information Htg CIg Infiltration Outside db ( °F) -6 89 Method Simplified Inside db ( °F) 70 75 Construction quality Semi -loose Design TD ( °F) 76 14 Fireplaces 0 Daily range - H Inside humidity( %) 50 50 Moisture difference (grAb) 62 -31 HEATING EQUIPMENT COOLING EQUIPMENT Make Luxaire Make Luxaire Trade Luxaire Trade Climasure 13 Model FG9B06010UP11 Cond HBBD -F024S GAMA ID 0 Coil AHP30 +TXV ARI ref no. 874391 Efficiency 922 AFUE Efficiency 13 SEER Heating input 60000 Btuh Sensible cooling 16520 Btuh Heating output 49200 Btuh Latent cooling 7080 Btuh Temperature rise 51 °F Total cooling 23600 Btuh Actual air flow 1040 cfm Actual air flow 1040 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.074 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg Toad CIg load Htg AVF CIg AVF (ft (Btuh) (Btuh) (cfm) (cfm) Room9 792 7949 2317 240 172 Room 10 142 2029 819 61 61 Room 11 133 1436 801 43 59 Room 12 72 1174 27 35 2 Room 13 168 0 0 0 0 Room14 244 4008 1913 121 142 Room15 64 1077 520 33 39 Room 16 64 126 63 4 5 Room17 144 2981 1133 90 84 Room18 149 2414 1077 73 80 Room 19 72 2140 594 65 44 Room20 665 9113 4750 275 352 Room21 728 0 0 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. R ight•Sufte® Universal 7.027 0962 027 RSL0 �`� ������Q��� 2006- Aug -27 OT27:09 ,r iLA4 C:1Docunients and Settings\TRAVIS KAUERMy Document9.wrightsoft HVACIXTREME AIR HENDERSON SPEQ Pagel 1 • • Entire House d 3436 34449 14015 1040 1040 ' Other equip Toads 9787 3509 Equip. @ 0.94 RSM 16472 Latent cooling 0 '1' TOTALS I 3436 I 44235 I 16472 I y , 1040 I 1040 • • Printout certified by ACCA to meet all requirements of Manual J 8th Ed. arA rCri4 } .i Right-Sule® 7.01D 2008-Aug-27 0727:09 C:tDocuments and Settings\TRAVISi KAUERMy Universal Document9W right AC\XTREME AIR HENDERSON SPE HVQ Page2 • (- • Component Constructions Job: HENDERSON SPEC � ate: Aug 27, 2008 � p D ■ Entire House By: TRAVIS KAUER Project Information For: JIM OLSON, XTREME AIR 199 N 4242 E, RIGBY, ID 83442 Phone: 208 - 201 -0212 Email: jimo_id @yahoo.com Design Conditions Location: Indoor: Heating Cooling Idaho Falls, ID, US Indoor temperature( °F) 70 75 Elevation: 4741 ft Design TD ( °F) 76 14 Latitude: 44°N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.5 -31.5 Dry bulb ( °F) -6 89 Infiltration: Daily range ( °F) - 34 (H ) Method Simplified Wet bulb ( °F) - 60 Construction quality Semi -loose Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft" Btuh/ft".°F ft"-°F /Btuh Btuh /ft' Btuh Btuh /ft" Btuh Walls 12E -0sw. Frm wall, vnl e4 1/2" wood shth, r -19 cav ins, 1/2" gypsum n 328 0.068 19.0 0.63 207 0.08 26 board int fnsh 2'x6" wood frm e 515 0.068 19.0 2.91 1499 0.36 185 s 300 0.068 19.0 4.55 1364 0.56 169 w 520 0.068 19.0 3.65 1897 0.45 235 all 1663 0.068 19.0 2.99 4966 0.37 614 15B11- 0wc-6: Bg wall, light dry soil, 2 "x4" wood int frrrl concrete wall, n 248 0.056 11.0 5.07 1258 0.08 21 r -11 cav ins, 8" thk, 1/2" gypsum board int fnsh e 320 0.056 11.0 4.83 1545 0.06 19 s 232 0.056 11.0 4.90 1138 0.07 15 w 320 0.056 11.0 4.83 1545 0.06 19 all 1120 0.056 11.0 4.90 5486 0.07 74 Partitions 12E -0sw. Frm wall, stucco ext, 1/2" wood shth, r -19 cav ins, 1/2" 153 0.068 19.0 5.17 791 0.07 10 gypsum board int fnsh, 2 "x6" wood frm 12E -0sw. Frm wall, vnl ext, 1/2" wood shth, r -19 cav ins, 1/2" gypsum 171 0.068 19.0 5.17 884 0.07 12 board int fnsh 2'x6" wood frm Windows 4A5 -2ov 2 glazing, clr low-e outr, air gas, insulated vinyl frm mat clr e 60 0.470 0 35.7 2143 35.6 2135 innr, 1/4" gap, 1/8" thk e 32 0.470 0 35.7 1143 35.6 1139 s 16 0.470 0 35.7 572 20.5 328 w 34 0.490 0 37.2 1266 25.8 876 w 46 0.470 0 35.7 1643 35.6 1637 w 32 0.470 0 35.7 1143 35.6 1139 all 220 0.470 0 36.0 7910 33.0 7254 Doors 11D0: Door, wd sc type e 21 0.390 0 29.6 622 7.22 152 Ceilings 16B -38ad: Attic ceiling , asphalt shingles roof mat r -38 ceil ins, 5/8" 2129 0.026 38.0 1.30 2768 0.72 1530 gypsum board int fnsh - *4* - w'rIghtaof!« Right-Sule® Universal 7.027 RSU)0962 2008 - Aug -27 0727:09 ACC. C:'Documents and Settings\TRAVIS KAUERMy Document9Wrightsoft HVAC\XTREME AIR HENDERSON SPEC() Pagel Floors • 21A -24c: Bg floor, Tight dry soil, carpet flr fish • 2134 0.025 0 1.25 2670 0 0 • 4...m wrlghtsc ft Right -Sute® Universal 7.0.27 RS1A0962 2008-Aug -27 0727:09 C:'Documents and SettingslTRAVIS KAUERMy Document9Wrightsoft HVACIXTREME AIR HENDERSON SPEQ Paget Project Summary Job: HENDERSON SPEC Date: Aug 27, 2008 ;• Entire House By: TRAVIS KAUER Pro'ect Information For: JIM OLSON, XTREME AIR 199 N 4242 E, RIGBY, ID 83442 Phone: 208 - 201 -0212 Email: jimo_id @yahoo.com Notes: Desk n Information Weather: Idaho Falls, ID, US Winter Design Conditions Summer Design Conditions Outside db -6 °F Outside db s 89 °F Inside db 70 °F Inside db 75 °F Design TD 76 °F Design TD 14 °F Daily range H Relative humidity 50 % Moisture difference -31 grill) Heating Summary Sensible Cooling Equipment Load Sizing Structure 34449 Btuh Structure 14015 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(139 cfm) 9787 Btuh Central vent(139 cfm) 1803 Btuh Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 44235 Btuh Use manufacturers data n Rate /swing multiplier 0.94 Infiltration Equipment sensible Toad 16472 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -loose Fireplaces 0 Structure 909 Btuh Ducts 0 Btuh Heating Cooling Central vent(139 cfm) -2506 Btuh Area (ft 2708 2708 Equipment latent Toad 0 Btuh Volume (ft 14559 14559 Air changes/hour 0.49 025 Equipment total Toad 16472 Btuh Equiv. AVF (cfm) 119 61 Req. total capacity at0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Luxaire Make Luxaire Trade Luxaire Trade Climasure 13 Model FG9B06010UP11 Cond HBBD -F024S GAMA ID 0 Coil AHP3O+TXV ARI ref no. 874391 Efficiency 92.2 AFUE Efficiency 13 SEER Heating input 60000 Btuh Sensible cooling 16520 Btuh Heating output 49200 Btuh Latent cooling 7080 Btuh Temperature rise 51 °F Total cooling 23600 Btuh Actual air flow 1040 cfm Actual air flow 1040 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.074 cfm/Btuh Static pressure 0.60 in 1-20 Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 1.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ..' wriQhtscriFt` Right-Sukee Universal 7.027 RSU)0962 2008 - Aug -27 07 :27:09 C:1Documents and Settings\TRAVIS KAUERMy Document9Wrightsoft HVAC XTREME AIR HENDERSON SPE1 Page1 (_ • • Main floe; a '71 cfm @ '71 cfm ®` 39 cfm ° '70 cfm [1 '70 fm a '70 m 1 '65 cfm Room 15 Room 19 Room 14 0 `5 cfm Room 16 Room 20 a 181 cfm Room 21 188cfm 185 cfm a 1. 13 cfm Room 17 Room 16 0' 8O cfm n u 70 cf i 0, O. O `45cfm 8�(l m Job #: HENDERSON SPEC Scale: 1 : 115 Performed by TRAVIS KAUER for : Page 1 JIM OLSON Right- Suite® Universal 199 N 4242 E 7.0.27 RSU00962 RIGBY, ID 83442 2008- Aug -27 07:28:04 Phone: 208 - 201 -0212 C: \Documents and Settings \TRAVIS ... jimo idAyahoo.com Basemer g `80 m "`80cfm 80cf 7" 6" 6" 6'6" Room 9 6" 6" 6" 6 6' 195 • 6' f 2 -1 2 ♦ ? 10, a` x8 M 10x8 ♦ + I x3.25 E. cfm P 14x3.25 � 59cf ! 35cf�lg Room 13 6 6 6 " , 6 " 6 " • •om 1� Roo • '1 f,61.pfm 69 cfm Job #: HENDERSON SPEC Scale: 1 : 115 Performed by TRAVIS KAUER for : Page 2 JIM OLSON Right - Suite® Universal 199 N 4242 E 7.0.27 RSU00962 RIGBY, ID 83442 2008-Aug-27 07:28:04 Phone: 208- 201 -0212 C: \Documents and Settings \TRAVIS ... limo idftyahoo.com • i� a -- Duct System Summary Job: HENDERSON SPEC --, y Date: Aug 27, 2008 r -., Entire House By: TRAVIS KAUER It Lv:, Project Information For: JIM OLSON, XTREME AIR 199 N 4242 E, RIGBY, ID 83442 Phone: 208 - 201 -0212 Email: jimo_id @yahoo.com Heating Cooling External static pressure 0.60 in I-20 0.60 in H2O Pressure losses 0.26 in H2O 026 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply/ return available pressure 0.20 / 0.14 in H2O 0.20 / 0.14 in H2O Lowest friction rate 0.064 in /100ft 0.064 in /100ft Actual air flow 1040 cfm 1040 cfm Total effective Iength(TEL) 530 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk RoorMO h 2029 61 61 0.083 6.0 Ox0 VIFx 39.0 200.0 st2B Room11 c 801 43 59 0.099 6.0 Ox 0 VIFx 24.0 175.0 st2 Rooml2 h 1174 35 2 0.103 6.0 Ox 0 VIFx 7.0 185.0 st2 Roon14 c 956 60 71 0.092 6.0 Ox 0 VIFx 40.0 175.0 st2A Roonn4 -A c 956 60 71 0.082 6.0 Ox 0 VIFx 45.0 195.0 st2B Rooml5 c 520 33 39 0.088 6.0 Ox 0 VIFx 34.0 190.0 st2A Rooml6 c 63 4 5 0.093 6.0 Ox 0 VIFx 27.0 185.0 st2A Rooml7 h 1491 45 42 0.082 6.0 Ox 0 VIFx 36.0 205.0 st2B Room17 -A h 1491 45 42 0.084 6.0 Ox0 VIFx . 40.0 195.0 st2B Rooml8 c 1077 73 80 0.103 6.0 Ox 0 VIFx 27.0 165.0 st2 Room19 h 2140 65 44 0.064 6.0 Ox 0 VIFx 28.0 280.0 st1 Roorr20 c 950 55 70 0.101 6.0 Ox 0 VIFx 16.0 180.0 st1 Roon20 -A c 950 55 70 0.159 6.0 Ox 0 VIFx 9.0 115.0 Roon2O -B c 950 55 70 0.097 6.0 Ox 0 VIFx 23.0 180.0 st2 Roon2o -c c 950 55 70 0.074 6.0 Ox 0 VIFx 27.0 240.0 st1 Roon2O -D c 950 55 70 0.151 6.0 Ox 0 VIFx 16.0 115.0 Roorr9 h 2650 80 57 0.071 7.0 Ox 0 VIFx 47.0 230.0 st2B Roon9 -A h 2650 80 57 0.087 6.0 Ox 0 VIFx 33.0 195.0 st2A Roon9 -B h 2650 80 57 0.097 6.0 Ox 0 VIFx 24.0 180.0 st1 ' wriohtsco Right -Suie® Universal 7.027 RSW0962 2008- Aug -27 07.27:09 7 , C ■Documents and Settings\TRAVIS KAUERMy Document9Wrightsoft HVAC\XTREME AIR HENDERSON SPRIP Pagel . Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2B Peak AVF 292 273 0.071 525 9.3 8 x 10 ShtMetl st2A st1 Peak AVF 255 242 0.064 458 9.0 8 x 10 ShtMetl st2 Peak AVF 675 657 0.071 760 12.7 8 x 16 ShtMetl st2A Peak AVF 469 445 0.071 703 11.1 8 x 12 ShtMetl st2 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud /Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 159 188 138.0 0.103 297 7.3 2- 14x3.25 2 -10x18 SJSp rt2A rb2 Ox 0 195 117 105.0 0.136 618 7.0 14x3.25 10x9 SJSp rb3 Ox 0 43 59 105.0 0.136 188 4.5 14x3.25 10x9 SJSp rt2 rb4 Ox 0 141 118 222.0 0.064 224 72 2- 14x325 2 -10x18 SJSp rt2B rb5 Ox 0 154 181 183.0 0.078 286 7.6 2- 14x3.25 2 -10x18 SJSp rt2B rb6 Ox 0 100 113 197.0 0.072 356 6.5 14x325 10x9 SJSp rt2B rb7 Ox 0 73 80 157.0 0.091 253 5.5 14x325 10x9 SJSp rt2A rb8 Ox 0 175 185 92.0 0.155 586 6.7 14x3.25 10x9 SJSp rt2 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 845 923 0.064 692 14.6 8 x 24 ShtMetl rt2A Peak AVF 627 679 0.064 679 13.0 8 x 18 ShtMetl rt2 rt2B Peak AVF 395 411 0.064 617 10.8 8 x 12 ShtMetl rt2A Right -Suke® 7.027 RS1D0962 2008- Aug -27 07:27:09 + m e ats and 41 Paget C:�Documents and SettingslTRAVIS KAUERMy Universal Document9Wrighlsoft HVACUCTREME AIR HENDERSON SP510 RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Date: /A 114, /M Building Permit Number: ®q - /L Project: Ma y r- Gv,5 Job Address: 50q G Y'`i i In, Zoning: k, /Q. Number of Stories: / Basement: er No / Fin. of Fixtures: / 7 (Note unfinished basements as special condition on permit) Floor Area (sf): / S5" finished, 1 3 36 unfinished, 770 garage Mechanical Fee: 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. Jlans ✓ To Scale y Leg I ble b lot Plan Y /N)Flood Plain , yloor /Foundation Plan Section showing construction details I 11 Building Elevations . Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.) 'Truss Calculation Sheets & _or Joist Details V Mechanical Design 'Energy Calculations (R320 & Ch 11) B. Zoning (circle one — new zoning designations adopted in 2005) LD 12,000 sf min. (width 80 fL min) CD DR2 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft. min. with C.U.P. r e-t.J _ l'e RR2 21,780 sf min. (width 150 ft min) Duplex allowed with C.U.P.. . - 't .I . lI.I . Other (Verify zoning requirements) 0 l C. / Use i/Single Family Duplex (LDR1 only - Conditional use permit ?) D. Set Backs (taken from eaves) (Front set back (32 ft. from curb) Note: 60% min of front yard green (ear set back (LDR1 25 ft. & LDR2 20 ft.) (ides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDR1 - 6' min.) (uilding- Height (maximum 30 ft.) E. Footings ✓Proper Size (as per Table 403.1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing) _Debar (2 -#4 continuous) /Footing Depth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab — interior) F. Foundation ✓Foundation walls w/ rebar (city ordinance) A /2" Anchor Bolts with 2 "x 2 "x 3/16" square washers (incl. interior bearing walls) R403.1.6.1 f oundation Drainage (foundations on sift soil shall be designed per R405) V Damp proofing/Waterproofmg to finish grade. R406.1 (fnd. extends 6" min above grade R404.1.6) ''erawt space access of 18" x 24" min. R4083 (may differ if mech appliance is in crawl space M1305.1.4) Crawl Space Ventilation/Insulation =1 sf vent per 150 sf. (with moisture barrier 1 sf. per 1500 sq. ft.) and within 3' of each corner (insulate walls vent to inside of home) R408.2 Z -rading slop y slope away from house. R401.3 G. pram t Seismic Hold Downs and Braced Wall Panels (R602.10) °doors joists sized as per R502.3, Wood I-joists sized per manufr. `Joists Under Load Bearing Partitions shall be doubled. R502.4 Girders sized per R5023 or per manufr. Tables for engineered products /Cantilevers (comply with R50233 or manufr instruction) • 0 . ✓Floor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) R503.2.2 Wall (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 I R of Trusses (designed accordin to R802.10.1 35 # Snow and g ) 90 mph winds (Local Conditions) j Rafter and Truss tie - downs. (R802.10.5) j,4 is Access 22" x 30" min. opening (R807) H. F Covering masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1 I. 11oof Covering and Ventilation 4/ Roof Ventilation as per R806 (Asphalt Shingles slo a >2:12 w/ ice protection. g ( p ) p tion. (Other type: to comply w/ R905. ) J. ewalls V 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 wo arnz y ---- welling Separation (1 hr fire separation) Supporting structure also rated. R317.1 wzn omes Townhouses (2 hr separation & 4' overburn protection or parapet) R317.2 del to and within 3 ft of property line w/ NO openings. R302 c-Perretrattmslirprevious 3 items to comply with R317.3 K. general Requirements , l- House Numbers R321 L- H If Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. 11303.3 �/ lnte ' or and exteri stair.i shall comply with 11303.6. Bathroom Fixture clearances co ply with Figure R307.2 r One room at least 120 sf.; Other habitable rooms 70 sf min w/ a min. dimension of 7 ft. 8304 *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 7ft high in rooms w/ sloped ceiling EE, ress clearance from window wells under cantilevered floors. R310.2 V Glazing at Hazardous Locations R308 / Emergency Egress in all sleeping rooms and basements with habitable space 11310 One required Exit Door shall comply with 11311.4 Landings at top and bottom of stairways R311.5.4, an d each ' Y side of each exterior door. R311.4.3 1/ Lair Rise / Run 7 3/4" max. rise 10" ' " ( & 10 min. ad, nosing req'd if <11 ) Stag Width (36" min), - Stairway Headroom (6' 8" min.) L/Handrails (34 "to 38" above stair nosing)(R311.5) — Speeial sei9ns for circular, spiral and winder stairways and bulkhead enclosures R311.5.8 tection (enclosed accessible space under stairs shall be covered with 1/2" drywall) R311.2.2 'ls complying with 11312 v Smoke Alarms (each ( h bedroom and common area and one on each level) (R 313) L. Energy ' ' H omes with glazing < 15% of gross area of ext. walls �' is (Townhouses < 25%) to comply w/ Chapter 11. *Otherwise shall meet requirements of IECC for respective building type. N1101.2 1,,, - Vapor retarder on warm in winter side of walls ceiling and floors 11318 to ater Heater heat traps IECC 504.7 uct - sealing an insulation N11033&4 or IECC 5033.33, 5033.3.43 X lans match quantities & values on a "passing" REScheck compliance report . M. Mechanical t- ( ias ' appliances pp ces not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2 oom access 24" min width/Attic access clear opening 20x30/Under floor r.o. 22x30. M1305 Dryer Vent length 25' max w/ 8' transition ( -5' per 90 deg turns) M1501.3 ue chase shown on plans (B -vents not to be inside insulated walls without insulation shield) Receipt Number: ity Development 83440 (208) 359-3024 N M r1 ( 0 0 11 1 i NSV O NSL1? 4 !1 : 4 1 PRP4r: -. : 7 ,44774i , 6,4 II Residential Fixtures $155.00 $155.00 $0.00 arm it Fee based on Squar $72.00 $72.00 $0.00 il Plumbing Permit Fee $166.00 $166.00 $0.00 . . $184.61 $184.61 $0.00 . . . !e/Sewe r $1,000.00 $1,000.00 $0.00 eater $1,550.00 $1,550.00 $0.00 ct Fee $604.97 $604.97 $0.00 act Fee $158.11 $158.11 $0.00 )act Fee $804.25 $804.25 $0.00 :er & Parts $317.00 $317.00 $0.00 erm it Fee $1,413.75 $1,055.13 $0.00 Total: $6,067.07 ,� menP - v rm it Fee $358.62 09 00142 Fee $141.38 09 00142 nT,1;Ngai'''"17 mAkkt,- A00540 CHECK 5001 $ 6,067.07 Total $6,067.07 )00 Page 1 of 1 genpmtrreceipts Receipt Number: x Development 33440 C I (208 ) 359'3024 PAID BY: MARLER CONSTRUCTIDN DATE: O5/12/O9 MG /O512/CNTR TIME� 16:1 RECE��� �U: �D775O rtto 31 PZ PLANNlNS &ZONING PLA 141.38 14 0 32 BP BUIL DEP PLANCHECKFE 358.m2 Fee $141.38 $141.38 $0.00 rmitFee $1,413.75 $358.63 $1,055.13 CH-- •T 5UO`OU Total: $500.00 PAYxENT 5DJ. CH�NGE U.00 'PERMIT # 1.19 42 THANK YOU AND HAVE A NICE DAY $ 500.00 /mza $500.00 ��J���� �-����~ / | 2009 MAY 1 � � - 2 RG ) genpmtrreceipts Page 1 m1 INSPECTION TICKET ❑ Bldg. ❑ Plumb. ❑ Elect. ' Mech. ❑ Fire Inspection Request: Rec'd By- Date b /CO // / Req. By y_c /'] igeekr Phone No. OS ( -0(1 a Project S FR. Permit No. 6? 66/ 1 / Z Address CKO 9 gin =FA Iv Inspection Type FJN.4 -C , L z'h /'ct' p Q Day /Time Req. t o(P /o Z; f )p.fl1 Inspector's Report 0 Res. ❑ Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y D N ❑ N/A INS CTOR'S ACTION APPROVED ❑ DISAPPROVED ❑ FINAL ❑ .O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: r Signed kli G Inspecior 4111. w Reel Ac edged White - • Copy F FIR.0003 Palk - Inspector's Copy INSPECTION TICKET Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire inspection Request: Rec'd By J rnet dki Date 7A..7if Req. By t ZJiaird ,./ehtrier Phone No. / f/ - /vj4a 7 Project .fir 11 F4 t 19 Pennit No. 69 66/ Y2- Address c) rt'.6 i. , Inspection Type r1NA _- Day /Time Req. W rAl a Q,;) p - ,, Inspector's Report cio Res. ❑ Comm. A I I C-ri, p) r° t� vl ct� 0 eI,tts'�- Ylc°r>�S G t ,cc C•►� �N � ro p FJ N r - 144 - e'er/ 5 �` r '3 G( ) INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y ❑ N ❑ N/A INSPECTOR'S ACTION II APPROVED )211SAPPROVED ❑FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: Si ned s . �� �� , Inspector Rec't Acknowledged While - Office Copy Yellow • Job Copy Pink - Inspector's Copy F- FIR.0003 4 INSPECTION TICKET • ❑ Bldg. 44 Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By t'1ifx,t1tit1 . Date ( //////1 ,A Req. By ,�e'lllXT . (1 a,VI( Phone No. z f - (Q q Project �i • le :F031 \ Permit No. D9 QQi Address k O4 el Ci h7 Inspection Type • ` _ =' Q ' OA ,c!.%.: Day /lime Req. () ( - = = __,=_— `�1� ► : ria411 till Inspector's Report W Res. ❑ Comm. (r) 1 se b . - rear d L1 ay c NE :sCC.,una 1A, ' ' Ill' I/10sc i ! ee $ a Se. C . U. 124- t'1 ELI pro per` C .44 P ' 1 ■1 5 7/4(...u. i S 4 i 4 r NCI o if Te ll)eA�S 1,� Of ( 0 0 14 or A-N t Co CA) , 1- 11 ) l r Iv es 4 Li '�2 5 i vi /t;4?pr;Q f., 10 e S &-- - L..[ /iv ,3014e INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N [] N/A INSPECTOR'S ACTION 0APPROVED i.'; •PPROVED DFINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: I / , / e,biZte / - r)S /156/,ei - FC)r. IBC=- ,/ pZ('r /O t/ ( ,c1 i+F,) Cc rf'or,o& S A-Z in a F) E. Signe' _NSl0�M! Inspector Rec't Acknowledged Wide - Once Copy Yellow - Job Coq Pink - Inspodoes Coq F- FIR.0003 • INSPECTION TICKET • Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By `� fi t. ` ti \ ) Date VC Req. By \ (\ ' ` q\((\ AY IG ' Phone No. Ck 1L2ACV.:1 Project Permit No. C5\ Address Cc; -1 \ V1 c-\`� Inspection Type Day /Time Req. \ - Z `L...} \ u' u4..JL \ 1 \-- Inspector's Report ,'' ❑ Comm. ; r - vsf2A . I ttr.% civei m6ec.5 t�n�4 INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y ❑ N ❑ N/A INSPECTOR'S ACTION ❑ APPROVED ISAPPROVED ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: Si ned ` . , , 4 0 Inspector vor' Rec't Acknowledged While • puce Copy Yellow - Job Copy Pink - hgpecloes Copy F FIR -0003 • INSPECTION TICKET • LI Bldg. 0 Plumb. 0 Elect. Li Mech. 1:1 Fire ,--, t Inspection Request: Rec'd By \ - <\,:t Iti --) kiK ) Date \L IL ri \, t - Req. By \L - k\1L \\*/ Yk■A )1 Phone No. '\< L C .-F,'1- L JI i \ \ Project \\VAir Permit No. 0 Address (e\ Inspection Type \. L Day /Time Req. `k L \ \k_ ' 'L - f ) ' \ ,/,,\, t -(,4,Q, „, ) k,_,UJv 1 Inspector's Report 2( Res. L Comm. l■ . N 1 C. 1. ,..-...-... il - • INSPECTED ITEMS CONFORM TO APPROVED DWGS OY 0 N NIA INSP ' OR'S ACTION NfiPROVED 0 DISAPPROVED 0 FINAL NIC.O. (FINAL) 0 NOT APPLICABLE 0 DID NOT INSPECT ACTION REQUIRED: 1■3t*E.. Signed <i....{.9 Q.09. Inspector Rec't Acknowledged Whew - Office Copy Yellow - Job Copy Pink - Inspocioes Copy f FIR C003 • INSPECTION TICKET 0 F ❑ Bldg. ❑ Plumb. ❑ Elect. p Mech. ❑ Fire Inspection Request: Rec'd By 1 N I \Nk\ =�; Date \- \� Req. By \L .( \Y \ 1\1 / \Lk \ )� i' Ph No. 2C `= �� Project (� ��\ P No. i ���y -- Address C Cam\" \C- l r �. Inspection Type Day /Time Req. \ 2-7S\ " \C..) �1 I (._ � 5 `L i . t.�:� i i �' Inspector's Report Res. ❑ Comm. „,/ — • ► — . N_ 1 —rA- 1 t Pk `e-E P---3 _. `C- ot.som ��. j -.;:7-40,, t tit t.\erT V. - .-1 k E (`o Q12_ 1 t L s L) rI in f. Z -t>>vl t .rnII\ _. -- 1 --- \1_ "R G1 P__t.-.1 ' V\ Piv--e.1 l, 4 INSPECTED ITEMS CONFORM TO APPROVED DWGS DY 0 N 0 N/A INSPECTOR'S ACTION D APPROVED 14 DISAPPROVED D FINAL ❑ C.O. (FINAL) 0 NOT APPLICABLE 9 DID NOT INSPECT ACTION REQUIRED: Si 8 nee — _ i " Inspector Rec't A kn . ledged While - Office Copy l'esow - MI PW* - kapedor's Copp F- f1R -0003