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BP, CO & DOCS - 08-00373 - 331 Jefferson Dr - New SFR
; �g £XBUi pC,� 7 Certificate of - �cupancy CITY OF ° REX City of Rexburg "°' G Department of Community Development Americas Family Community '•f f1 NfO 19 E. Main St. l Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Building Permit No: 0800373 Applicable Edition of Code: International Residential Code 2006 Site Address: 331 7e4eR Dn DR. Use and Occupancy: Single Family Residential Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Founders Square Llc P O Box 15540 Jackson, WY 83002 Contractor: Three Rivers Development Co Lic Special Conditions: '50ava(k f Occupancy: Residential - less than 2 units, permanent in nature ( z6 'Vj This Certificate, issued pursuant to the requirements of Section 109 of the Intemational Building Code, certifies that, at the time time of issuance, this building or that portion of the building that ms inspected on the date listed "as found to be in compliance vtith the requirements of the code for the group and division of occupancy and the use for i4hich the proposed occupancy vies classified. Date C.O. Issued: C.O Issued by: February Z200 3:59PM) Building Official There shall be no further change in the e)asting 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. . _ �. 7fly � Fire Inspector: 1'1,�GL- P&Z Administrator: K, A� Z mn $ - n m 0 = v X0,0 -a 406 RD a T m — ° v o. m E ivy , v Wr _ 0 0900 -4o a � m =. m m 70 —' ,-1 X m oa G < (a o� a y y� _v ( ty Z �X� W N G 1 0 ^" = Vi 0 E. o z S so D E 3 C D y Q- y p CD �' O -I � M y CD �_ o( C n Z O c o�' 3@ m 7 w" N Co ma Co w m 171 3 rt � co o Q CD CL o c n co N 3 c 3 5 -S? 0 0 M o Q- CL N (D (� O 0 < C O 4J fA �Q CD g WNQ v �30 M. CL o Z CL (D D. = 10 m (0) S V C1 m m --1 c0 s 0 r S � _ ° y a I CD �� Q o a O W m C "n Q CL 'a C W o 3 r D co CL H o S �` CD C o - (J) -4 W y n <D o �-�� 0 r CD 3 o m n m W Cs r" p o CL o 09) 2) Z Q 1 � sZ m h o D n = < N 3 g C O X m p 3 d CL (D y d 3 n to Z A f, S Z1 C O O n u N ID� y y F Q1 o� Q Q. O N m Cl o ..+ m v <D Ct 5 q y- O -n Z ate= M o cn 7 C = 3 "• 5' S m N n n y 0 :3 . F as o O D) C Q, rt o o�� o m 3yCD a° 0 a Q m z m 0 z M 0 ;D CD (D X N CD a r n X m 0 0 z X C 0 z 0 'rl O C Q cD C m O c co C 0 v g v m CD 1 6 W 0 s z --q S m CD N N v CD CD X O *k ch CA m v 0 0 wo 00 ay0 Ci o v m �C m A C) c O Al b � co �. or D mn $ - n m _ N _X N O 3 a 406 RD a T m — ° v o. m ivy , v 3 CAm �'' 0 0900 -4o n ° m =. 0 —' oa G 3 y� 'p ( ty Z a Z D � D o 2 W N v N 0 . Z m n D CD a m -I � M :3 CD CD n Z N c O �. m W c v z G) Z m 0 q z 0 v - n m v ° o M. 0 7 m CD c �. m CD n co 0 M z W c v z G) Z m 0 q z 0 v of gY',X.nligr, w r CITY OF REXBU Ameria:> Fam lv Community City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit Type Single Family Residential Site Address Project Description Permit # 0800373 Project Name Founder's Square Home - Russell Fay Parcel # RPRXBCA0326110 Fee Information Project Valuation $170,959.6( Mechanical Residential Fixtures 175.00 Permit - Electrical 160.00 Building Permit Fee 1,391.35 Plan Check Fee 139.14 Residential Plumbing Permit Fee 160.00 Fire Impact 184.61 Hookup Fee /Sewer 1,000.00 Hookup Fee/Water 1,550.00 Park Impact Fee 604.97 Police Impact Fee 158.11 Street Impact Fee 804.25 Water Meter & Parts 317.00 Total Fees Paid $6,644.43 Print Name Signature Project Details Residential, one and two family (Any Code mat, Utility, miscellaneous, private garages (Any Co( Date Date Issued: Issued By: 1,557 SQFT 664 SQFT SINGLE FAMILY RESIDENTIAL I T o F SINGLE FAMILY RESIDENTIAL �Ktx.na c =. _ ..............._........._.. RE BU G City of Rexburg Amer"O.'s Family Comm "y Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit # 0800373 Permit Type Single Family Residential Project Name Founder's Square Home - Russell Fay Site Address Parcel # RPRXBCA0326110 Project Description Names Associated with this Project Type Name Contact Phone # License # Exp Date Contractor Justin Hill Justin Hill 208 - 390 -4207 C -1637 12/31/2008 Contractor Quality Heating Elizardo Mora 208 - 681 -5144 C -2591 11/30/2009 Contractor Sei Electric Joe Denning 208 - 709 -0569 C -31431 07/01/2009 Contractor Three Rivers Development Co Llc 1 - 208- 201 -6191 RCE -19971 01/09/2009 Fixtures 4- R -Fuel piping fixture or appliance outlet(s) additional 1 - R -Fuel (gas) piping fixture or appliance outlet 1 - R -Range hood vents additional 3- R -Bath fan vents additional 1 - R- Decorative gas -fired appliance(s) additional 1 - R- Furnace / Air Conditioner Combo 1 - R- Exhaust or vent ducts 1 - R -Dryer vents additional 1 - R- Garbage Disposal 1 - R -Water Softener 2- R -Water Closet and/or Urinal 1 - R- Clothes Washing Machine 1 - R -Dish Washer 1 - R -Water Heater 5- R -Sink (Lavatory, Kitchen, Mop or Bar Sink) 2- R -Tub and/or Shower Unit 1 - R- Sprinkler Print Name Signature Date Date Issued: Issued By: 39dd M 6 a Fax To: Janell Fax: 359 -3024 Phone: From: Three Rivers Development Company Fax: Phone: 201 -6191 Subject: Building Permit Date: 7/30/2008 Janell, Here is the missing information we discussed on the phone yesterday_ This is for a permit being pulled by Three Rivers Development on behalf of the homeowners, Russell and Sue Fay, Thank you TO 39Vd S'13QNtgnf ZGL09998OZ 9b :LT E00Z /08 /0T • di �!._ ♦111► ►..i" f - y.► )J 0'T:1 W. ►. ►l► J' • fJRFA(� 90MM POOTAr -M ipr�adn tic Of fflZ � $� aR9 i8ao�/k�6� ...�.... -- xTode$ fl�cf lit �'- 5�ed oz /Deck abaw armor met= Qumor. _....._ Rcfil P -LU l B G - Na� �c4o® GorAME hom _ Dasinm Pbow E ma J.o NA flacr Dwin ?. �o3l�xlu 1 AT Hot T&/SPX Wa�tr S �_ .bm&am bow, JUL 3 0 2 008 CO larmillm,mom 39VJ StOaNv L6L099980Z 917:LT £00Z /0£ /0T Busing Safety Departments CHy of Rexburg 19 E. MOO lurocd l@re r9 org Phoney 20&3,59-2020 9a2o Rexburg 1083440 www_rexburg.org kv.- 20d. Affidavit of Legal interest Smte of Idaho Co" of Madison I 464etl ;V f 7 %v e 'a 54 Name Address r City State Being fi duly sworn upon oath, depose and say: (If ,Appbi"tt is also Owner of Reaord, oldp to B) A. Thatl am the record owner of the propcny described on the attac and I grant T Peanissionto: -M RED. �� {�N� G�1T "15� -- '1 LL �ICU J ' >e, Name Address to submit the accompanying application pertaining to that property. 13. I agree to indemnify, defend and hold :Rexburg City and its employees harmless from =y" claim or liability resulting from any dispute as to the statements contained herein or as to the owrmersllip o f the property which is the subject" of the application. Dated this Zm zo r day of 20 .�I W-10?AO ON Subscribed and sworn to before me the day and year first above written- Ov � ?< IS Notary Public of Idaho Resi&g at My commis: Z0 39dd SN3GNv LGL099980Z 9b :LT E00Z /0E /0T C ITY OF M BURG • PERMIT # BUILDING PERMrrAPPLICATION Please 19 E :MAIN, R XBURG, 11), 83440 If the RIM 208- 359- 3020 X326 3ct E OZ4 08 003 73 PARcJ,,r.NUMBER: 01 331 Jefferson Dr -3 Rivers Dev. SUBDIVISION: E_[)uA 0Da SQAke- vin - -- -- , — (Addressing is based on the iilform8tion - must be accurate) PROPERTY ADDRESS: NTACT PHONE: #. PHONE #: Home ( ) Work ( ) Cell( ) OWNER MAILING ADDRESS: ` CiTX: STATE: ) J) ZIP: � EMAIL 1'2Lf,gc/1 P ifable.75n6 Y1P ,F '9 APPLI(' (If other than owner) //2j5 k (LIFRI J�CyELOFAf EiQT (Appla=aat if other that; owvar, a statement authorizing apphca to act as agent for owner must accompany this application.) APPLICANT Iii I AD DRESS "T.J� (/ � f � f� � Y CITY: M STATE 2- _Z o EMAIL ���r���°r` W "C ✓5aP« 2 ,793.2& PHONE #: Home ( ) L f5k` P41 'Work ( ) cell( ff7 = Cell ADI— �! How marry buildings are located on this pzoperty ?_C1d1f___._... Did you fecer'itly purchase this property? No Pf yes give ownet,'s name) !�-1(,(aC 1 AY Is this a lot split? NO YES (Please bring copy of new legal 4cscxdpdon of Property) PR OPOSED USE: Sl V& E 1�_A M 1 L y /C E ; S 11� 1i1f" 1= (Le., Single Pan&y Rosidec ca„ 1bJ qW Il*=&i , Apaaanmte, Remodel, GaiW, CoemmetcK Addi iot,, F.tc) AP SIGNATURE, CERTIFICATION AND AUTHORILA'I"ION: Undo pena of periwy „X Heresy ce a;6 chat I have read thie applieac;on and atata that the information herein is correct and I swear that any;na tmatioa aolaich may hereafter 6e iveo by ma in hearirW before the Planning rind Zoning Counnission or the Cagy Cootxil for t6v City of 9=6krz41n0 be toldtful Anl cofinet I age+ to comply wirh aU City regtilarions and Score laws re mfr ro tic sub)mrmancr of this application and hereby Buthodsud mp=ac mim of the City m vat” upon Ghe 0 1 3 91_ xn ®ntioned pmpr Rp .for m=Pe`aOpc purposes. NOTE The hunting offal map wvobs a pemat on approval im ued under the pmvisiona of the 2x03 Intemstionsl Code in cases of any Use statement or miseetae=srnrstion of feet io the application or on the plans on =hich the permit or vpptoval was based. Permit if riot started w; IT days. Gait void if work stops fot M days_ c $4aatim A Ownet /Applicant D Do yo>_i prefer to be contacted by far, email or phone? Cimle One — WARtYdI�3G— AiJI�>@�TG 1sE1LM£T?1lZ3&T BE PO43TED ON C ©NS1R $M ac plan fees v notrvvfvrrd[+ble and are paid in full at the time of appHeatioh begi n - 0 2008 City of Rexbvtg°s Acceptance of the plan revievv fee Boca not conslimm v '.'Bna&ug .karn'tit rtts vzo clue at time of application ** **BuAdir� Permits ate void i nr e& doe!; not clear' CITY OF REMURD V0 39dd S 13QNv - in' LGL09998OZ 9V :LT £00Z /0£ /0T FROM :SEI ELECTRIC FAX NO. :2085235439 Jul. Building Sc elY Depuftmeffi Re�bt� Ij g, � z "Nbowtoro tt�399 Soto w0 Fo�c � owNER NAB pA()PERTVAD3DUS S IVI 10N Requim&ll Ekmded caft"amts ca Move W e ) phow Faa 15 2008 10:43AM P1 •T _ ro CITY Q! PIM_ G AV Permit #08 00373 331 Jefferson Dr - 3 Rivers as Fleets al �sth=ft (cost aFv fslwot) � (CdMMB�tC LIMiJY. AJ II.X ONLY) Y PM OFAYSTALLAMW Up to 2W amp S071c& 2M w 4W amp SMVWe (NewRe�de�rl,+a�me'mrned ch at r6e ss�se m�aa) Ovu4W mp SaTwe iempaky Conlauctioa SwAcc Wo =20 Or Liss, vne loc4don (kw a peiod not m =ad 17014 F d g (# of Brand Ci ) . _ Spa„ Hot TU4 � P061 EkcWc Coma Sys== Hcaft imd jor Cooling {� nac p.� of o eie� ra�ie»i tam pew � M �� ac? otale ROM Od= lnsr:llats mm %7=ng not spe &U* 00cexod by My of the above Cast of w=kkg & Labcd- 8 & fie.=, Ixogxion. Sews c} T. � T Rea}aatwd Lupectiabs (Of =Sung vwno • awn 3 "D ' rnlne5a d inspections a OEM p- 3soy� iJArAW" Memory TX Result Report.( Oct. 20. 20 Date /Time: Oct.20. 200$ 2:50PM 2:51PM) 2) File Page No. Mode Destination Pg(s) Result Not Sent ---------------------------------------------------------------------------------------------------- 7233 Memory TX Rocky Mtn Power P. 1 OK ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang up or 1 ine fail E. 2) Busy E.3) No answer E. No facsimile connection E. 5) Exceeded max. E—mail s i z e FROM =gI ELEURIC FA% m. :zoSS2354M Jul. 15 HBBB SB =4377 PI Bud&* S&OIV W* abdE.,eaes IEEAgw rhaxmsalmama� � ����� apu�.mp7m .FOS9Rsm owNSa5Nnao3 Permit M 00373 r .+— 331 Jefferson Dr - 3 Rivers AV- firdl/l idA'7D4 %4§69 _ f M 'i7- g��rvmom � YYPa40P�161lI.Ed�r �. y al eav4s�r +a�rdarvd�damlFat`emmeeaa� . QWDI� `J ,,,�1d1 m4 W amp 6e{V[OF OYCdEOamp SQ�lOC� ._. �°� TOO,�.a&ss.aeel7exYm1 fraaplod aox mueeadt Y� �g�4eaidem7a7f# af9rrndt Ciermuq} .�.._�5��ae (°�eeepsafaaareslma�1� dwadil�l.r� . ® zNa}Ele Hwbm �oSccL WihB•ek+eBi aoterodbpml�Asaboae �P/m�pa�omeadt�aa �.-- >�maTmpawo°° (aEdsti�afdo� - �' �x .vv� �dasmd+ �itra�svq�agedatoaefw�eadi lFe.soK tmsa n'a' 7 CITY OF KEXB UG A PERMIT # A BUILDING PERMIT APPLICATION Please complete the sat Application! 19 E MAIN, REXBURG, ID. 83440 If the question does not apply fill in INr"4 for non applicable 208 - 359 -3020 X326 PARCEL NUMBER: ()Xle will provide this for you) SUBDNISION: 1��UAh)i- �S S te. UNIT# BLOCK# LOT# (Addressnig is based on the information - must be accurate) OWNER NAME: CONTACT PHONE # PROPERTY ADD PHONE #: Home ( Work ( Cell( ) OWNER MAILING ADDRESS: CITY: STATE: ZIP: EMAIL F 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( ) CONTRACTOK t i`CNtL N IVt+,K.S J /1 - AJI:( t A : M&NI MAILING ADDRESS: C 450 M V 0 eAl D� CITY R 0680 STATE ) ' D ZIP SO/ qlPr PHO � #: Home � &Sle - 0_7 Work E M A I L E�"h�ry r�Pr� vc► FAX ID REGISTRATION # & EXP. DATE � - q (4 How many buildings are located on this property? QLQ(= you recently purchase this propert No e y y p � �f yes give owner's name) u.SSFLe -, �✓� Did 'y Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: Sl 61 F 1-AM 1 1-V (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of penury, I hereb 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 Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2.003 International Code in cases of any false statement or misrepresentation of fact in the application or on n vas based. Permit if not started wit 1$0 day ivoid if work stops for 180 days. L Signature of Owner /Applicant Do V(A1 prefer to be conracr.Cd 01 1;11, 0111.111 01 1 TI:CIC 011 WARNING — BUILDING PERMIT MUST BE POSTED ON COIF Plan fees are non - refundable and are paid in full at the time of application City of Rexburg's Acceptance of the plan review fee does not const * *Building Permit Fees are due at time of application ** **Building Permits are N 2 L'1J 19 E. Main Rexburg, 1D 83440 ng Safety Department City of Rexburg janeilh @rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 Affidavit of Legal Interest State of Idaho County of Madison I, r w44P1� Name — A City Being first duly sworn upon oath, depose and say: M. 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 0 day of 20 Signature Subscribed and sworn to before me the day and year first above written. fi. NXX1 + � Notary Public of Idaho ►�, Residing at: 0 " � G a �_ My commission expires: ♦ � 6/� iv- e.'c' 51 Address =D�j State (If Applicant is also Owner of Record, skip to B) That I am the record owner of the property described on the attached, and I grant my permission to: Please co"pkte the entire Applicationd � NAME PROPF-RTY ADDRESS Fesmi[# SUBDMSYON f Lt C)I—r Z S fi QZ . DwaW ag Y nim Parcel Acres SETRACKS FRONT SIDE SIDE BA Jlcwod Yo"BaUdiV/Hrame (need 'FAArmw) S SURFACE SQUARE FOOTAGE- (Sh29 include the exutiot VnD pets of the buikUcW First Floor Ants Unfiniabod Besment area se*w d flmw /loh *mlk Finished baseMU3nt Third floor /loft areA - Shed or Baca CaIPM /Deck 5h J1 W*w M*m k - - w-**'L' swr Mtm Size: - P RegLL&cdM PLUMB"G Piumbmg cwascwes N t,Si r ref /fir H usi�ss NatzsG Coftmccphow: ep - EApail /iJ✓1't -� � �l � (� ti a+- y�.� -, L.Yrs.� F es.... •� Sp inuas clatbes Wasw g mmj, - mc _t Dishwuhm Tab /Shown _ Flwr Drain r L TQilct/Usind Garbage Dispol Waacr gmw _blot Tub /Spa � W.W softer= ;S - SinU (Iavatosim. Mbd ms, lax*. amp) p�l,mg Fie s, 1 G�'�'r (comumcIAL/MULTI - FAMMY ONI N) Sip.m. of Ind coam -war Mann 7A "WWA Z'd LOZZL9L9£b r -5/ o9 I " a l iceme Numba& F.xpilmion Dm bm Gm"4nKminr laiGgCQRA7 07.CM PPIM71=1T /PT uul Imsfio u E601 d95;qo gp of unr Please complete the entire Application.? N AME ADDRES�S��� Permit# SUBDIVISION Required M MECIT"ICAL Mechanical Contractor's Name Business Name ( A\,�Am \XQ_(Ad\(. Address State Zipa ity— Cell Phone (30%) usiness Phone (,4o8) Fax Gc* Email Mechanical Estimate $ (Commercial/Multi Family Only) FEUVRES&APPLUNOES COUNT (Siqg.IeFawi7yDwel�irg'Ocw) Furnace Exhaust or Vent Ducts Furnace/Air Conditioner Combo Dryer Vents Heat Pump Range Hood Vents Air Conditioner Evaporative Cooler Unit Heater Cook Stove Vents Bath Fan Vents. other similar vents & ducts: Space Heater - Decorative - gas-fired appliance Incinerator System Boiler Pool Heater S Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) CG) Oil Coal Fireplace Electric Flydronic Mechani ted 7� Pla ns & -A L atig-i-I poi . V of be Signature of Licensed Contractor License number Date The City of Rexbiiq'j_pertmtfee schedule the same as irqwedby the State of Idaho R SUBCONTRACTOR LIST Excavation & Earthwork: 11j RE, & U t, P—S Concrete: Masonry: Roofing: B- AK.eR R oon k.�L Insulation: o Painting: NE- QR- 'f Floor OC Coverings: Plumbing: Heating. Electrical: Special Construction C (Manufacturer or Supplier) Roof Trusses: SU 1\ M (T J U jS G 5 Floor /Ceiling Joists: V 1 Siding /Exterior Trim: V� K <1�� _S FX- TE IG / C \ "t { I s Other: r RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Date: Building Permit Number: $� 3 Project: r Job Address: 331 -11c o ►^ Zoning: Number of Stories: _ Basement: Yes (! ' Fin. Unfm. (Partial: sf) (Note unfinished basements as special condition on permit) Floor Area (sf): finished, unfinished, garage The following comments based on the 2003 edition of the Intemational Reside eo pproval of plans before a building permit is issued. This correction list is no t a building p erm it ' specifications does not permit the violation of any section of the Intemational Residential Code or any federal, state or local regulations. PLAN CHECK A. Plans �To Scale _/Legible ✓Plot Plan Y / N Flood Plain ' Floor / Foundation Plan �Wection showing construction details 'All Building Elevations Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.) Truss Calculation Sheets &%Floor Joist Details ✓Mechanical Design & Heat Load calc's 4/Energy Calculations (8320 & Ch 11) B. Zoning (circle one) LD 12,000.sf min. (width 80 ft. min) LDR2 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft. min. with C.U.P. RR2 21,780 sf min. (width 150 ft min), Duplex allowed with C.U.P. Other (Verify zoning requirements) REScheck Software Version 4.1.4 Compliance Certificate Project Title: Block 4 Lot 2 Report Date: 07/21/08 Data filename: c: \Check \REScheck \Belmont.rck • 9 Energy Code: 2006 IECC Location: Rexburg, Idaho Construction Type: Single Family Building Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 1566 ft2 Glazing Area Percentage: 12% Heating Degree Days: 8693 Climate Zone: 6 Construction Site: Founders Square Rexburg Idaho, ID Owner /Agent: Designer /Contractor: Tahad Julander Three Rivers Development Co., LLC Ceiling 1: Raised or Energy Truss 1566 35.0 au g� Skylight 1: Other 2 0.430 1 SHGC: 0.35 Wall 1: Wood Frame, 16" o.c. 1499 22.0 0.0 70 Orientation: Unspecified Window 1: Vinyl Frame:Double Pane with Low -E 173 0.300 52 SHGC: 0.38 Orientation: Unspecified Door 1: Solid 20 0.170 3 Orientation: Unspecified Door 2: Solid 20 0.170 3 Orientation: Unspecified Door 3: Solid 40 0.170 7 Orientation: Unspecified Crawl 1: Solid Concrete or Masonry 660 0.0 19.0 23 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Inside below -grade depth: 0.0' Furnace 1: Forced Hot Air 92.1 AFUE Air Conditioner 1: Electric Central Air 13 SEER 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 20061ECC requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements I' in the Schedk 1 Checklist. cj,lnc�rt .� 1an3e Cc- Ai vgctav' r Name - Title Signature Date Project Title: Block 4 Lot 2 Report date: 07121/08 Data filename: c : \Check\RESchedk\Beinont.rck Page 1 of 3 Compliance: 15.6% Better Than Code Maximum UA: 244 Your UA: 206 +I+ wrightsoft® • Load Short Form Entire House Quality Heating • Job: 1789 Date: Jul 20, 2008 By: Gary Ostler 08 00373 &� • -- Rivers Developm - HEATING EQUIPMENT Make Htg Clg Outside db ( °F) -6 89 Inside db ( °F) 70 75 Design TD ( °F) 76 14 Daily range - H Inside humidity ( %) 50 50 Moisture difference (gr /lb) 62 -31 HEATING EQUIPMENT Make Lennox Trade Merit 90 Model G43UF -36B- 070 - ** GAMA ID 113235 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 13 SEER 52800 Btuh 48628 Btuh 52 OF 1010 cfm 0.040 cfm /Btuh 0.80 in H2O Russell Fay -Block 4 Lot 2 Founders Square Subdivision Method Construction quality Fireplaces Infiltration Simplified Average 0 COOLING EQUIPMENT Make Lennox Trade AC13 Series Cond AC13- 018 -230* Coil C33- 24 +TDR +TXV ARI ref no. 1333812 Efficiency 13 SEER Htg load (Btuh) Sensible cooling 12390 Btuh Latent cooling 5310 Btuh Total cooling 17700 Btuh Actual air flow 1010 cfm Air flow factor 0.079 cfm /Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 50 ROOM NAME Area (ft Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) bedroom 3 bedroom 2 127 3416 1856 136 147 127 2021 800 81 63 master bath 105 2231 634 89 50 master bedroom 188 2689 1384 107 109 hall 92 0 0 0 0 masterwc 63 533 94 21 7 entry 67 2021 1006 81 79 bath living room 71 196 342 4438 113 2892 14 177 9 229 kitchen /dining 380 4240 2729 169 216 garage 663 0 0 0 aundry /mud 144 Ana -I)-7n Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,.--.. -4+- wrightsoft® Right -Suite TM Universal 7.0.05RS000871 2008 - Jul -20 22:06:17 Project2.rup Calc = MJ8 Orientation = NW Page 1 • • Entire House 2221 25339 12781 1010 1010 Other equip loads 2188 403 Equip. @ 0.94 RSM 12393 Latent cooling 0 TOTALS 7791 ')7r)7 41113ri- ,— , <-1 - I41J.7J IU IU IU IU Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 40' wrightsoft- Right- SuiteTM Universal 7.0.05RS000871 2008 -Jul- 2022:06:17 CK Project2.rup Calc = MJ8 Orientation = NW Page 2 • + 9 ® Building An Job: 1789 wri htsoft g y Date: Jul 20, 2008 Entire House By: Gary Ostler Quality Heating \ \y For: Three Rivers Development - Component Btuh /ftz Btu % of load Walls ONE IN 5150 18.7 Glazing In door: 6928 Coo Idaho Falls, ID, US 26.6 I ndoor temperature (OF) 70 75 El evation: 3078 De sign TD (OF) 76 14 Latitu 44 ON 7.5 Relative humidity 50 50 Outdoor: Heati ng Cooling Moisture difference (gr/lb) 61.5 -31.5 Dry bulb (OF) -6 89 0 0.0 Humidification Daily 0 0.0 Simplified - Wind s pe-. (mph) 15.0 .0 7.5 C ons t ruc ti on qua Fireplaces Av erage 0 -0 SO �...�,.. ,..:v . 275271 ��A� : �� - Component Btuh /ftz Btu % of load Walls 3.3 5150 18.7 Glazing 26.6 6928 25.2 Doors 26.6 1604 5.8 Ceilings 1.4 3078 11.2 Floors 0.9 2058 7.5 Infiltration 3.3 5543 20.1 Ducts 979 3.6 Piping 0 0.0 Humidification 0 0.0 Ventilation 2188 7.9 Adjustments -0 Total 1 275271 100.0 am 1 910 Component Btuh /ftz Btu % of load Walls 0.3 431 3.3 Glazing 34.6 9010 68.3 Doors 6.5 390 3.0 Ceilings 0.8 1701 12.9 Floors 0.2 379 2.9 Infiltration 0.3 537 4.1 Ducts 332 2.5 Ventilation 403 3.1 Internal gains 0 0.0 Blower 0 0.0 Adjustments 0 Total 13184 100.0 Overall U -value = 0.173 Btu h /ftz -- °F Data entries checked. +I+ wrigF.tsoft° Right - Suite - Universal 7.0.05RS000871 2008 -Jul- 2022:06:17 ACC Project2.rup Calc = MJ8 Orientation = NW Page 1 0 0 +I+ wrightsoft® Component Constructions Entire House Quality Heating Job: 1789 Date: Jul 20, 2008 By: Gary Ostler For: Three Rivers Development Location: Area Indoor: Heating Cooling Idaho Falls, ID, US Clg HTM Indoor temperature ( °F) 70 75 Elevation: 4741 ft ft'- °FBtuh Design TD ( °F) 76 14 Latitude: 44 °N ne Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr /lb) 61.5 -31.5 Dry bulb ( °F) -6 89 Infiltration: 1.44 422 Daily range (°F) - 34 (H ) Method Simplified 0.065 Wet bulb ( °F) - 60 Construction quality Average 112 Wind speed (mph) 15.0 7.5 Fireplaces 0 4.94 Construction descriptions Walls 12F -Osw: Frm wall, vnI ext, 1/2" wood shth, r -21 cav ins, 1/2" gypsum board int fish, 2 "x6" wood frm Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ne ft' Btuhlft? °F ft'- °FBtuh BtutVft' Btuh Btu " Btu ne 481 0.065 21.0 2.84 1368 0.27 131 se 294 0.065 21.0 1.44 422 0.14 41 sw 441 0.065 21.0 2.66 1171 0.26 112 nw 180 0.065 21.0 4.94 888 0.47 85 all 1395 0.065 21.0 2.76 3850 0.27 370 Partitions 12C -Osw: Frm wall, stucco ext, r -13 cav ins, 2 "x4" wood frm Windows 61A: Vinal Frame:Double Pane With Low -E Doors 11 NO: Door, mtl eps core type Ceilings 16B -38ad: Attic ceiling, asphalt shingles roof mat, r -38 veil ins, 1/2" gypsum board int fnsh Floors 19D- Ocstp: Fir floor, frm fir, 6" thkns, tight awl ovr, r -19 wall insul 4F wrightsoft- Right- Suite Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 ACCA Project2.rup Calc = MJ8 Orientation = NW Page 1 188 0.091 13.0 6.92 1300 0.33 62 ne 63 0.350 0.0 26.6 1676 26.2 1648 se 11 0.350 0.0 26.6 279 33.2 349 sw 83 0.350 0.0 26.6 2203 33.2 2753 nw 104 0.350 0.0 26.6 2769 26.2 2722 all 260 0.350 0.0 26.6 6928 28.7 7473 sw 20 0.350 8.7 26.6 535 6.47 130 nw 20 0.350 8.7 26.6 535 6.47 130 n 20 0.350 8.7 26.6 535 6.47 130 all 60 0.350 8.7 26.6 1604 6.47 390 2221 0.026 38.0 1.39 3078 0.77 1701 2221 0.368 19.0 0.93 2058 0.17 379 4F wrightsoft- Right- Suite Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 ACCA Project2.rup Calc = MJ8 Orientation = NW Page 1 • Pr Summa Job: Jul wrightsoft® 1 Summar Date: Jul 20, Zoos Entire House By: Gary Ostler Quality Heating WRIMWIII :Inf!E�ftro1��\ , ., , ����� \, For: Three Rivers Development Notes: :�� ..• • Aa�a`� ` ti " ��� K�```� `� .. A� V y Weather: Winter Design Conditions Outside db -6 OF Inside db 70 OF Design TD 76 OF Heating Summary 0.38 0.20 Structure 24359 Btuh Ducts 979 Btuh Central vent (31 cfm) 2188 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 27527 Btuh Infiltration Idaho Falls, ID, US Method Simplified Construction quality Average Fireplaces 0 Heating Equipment Summary Make Lennox Trade Merit 90 Model G43UF -36B -070 ** GAMA ID 113235 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 52800 Btuh 48628 Btuh 52 OF 1010 cfm 0.040 cfm /Btuh 0.80 in H2O Summer Design Conditions Heating Cooling Area (fF) 1558 1558 Volume (ft) 12460 12460 Air changes /hour 0.38 0.20 Equiv. AVF (cfm) 79 42 Heating Equipment Summary Make Lennox Trade Merit 90 Model G43UF -36B -070 ** GAMA ID 113235 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 92.1 AFUE 52800 Btuh 48628 Btuh 52 OF 1010 cfm 0.040 cfm /Btuh 0.80 in H2O Summer Design Conditions Outside db 89 OF Inside db 75 OF Design TD Daily range Relative humidity 14 H 50 OF % Moisture difference -31 gr /lb Sensible Cooling Equipment Load Sizing Structure 12449 Btuh Ducts 332 Btuh Central vent (31 cfm) 403 Btuh Blower 0 Btuh Use manufacturer's data n Btuh Rate /swing multiplier 0.94 ton Equipment sensible load 12393 Btuh Latent Cooling Equipment Load Sizing Structure -747 Btuh Ducts -203 Btuh Central vent (31 cfm) -560 Btuh Equipment latent load 0 Btuh Equipment total load 12393 Btuh Req. total capacity at 0.70 SHR 1.5 ton Cooling Equipment Summary Make Lennox Trade AC13 Series Cond AC13- 018 -230* Coil C33- 24 +TDR +TXV ARI ref no. 1333812 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 SEER 12390 Btuh 5310 Btuh 17700 Btuh 1010 cfm 0.079 cfm /Btuh 0.80 in H2O 1.00 Printout certified by ACCA to meet all requ of M anual J 8th E d. +l-F wrig"tsoft- Right - Suite — Universal 7.0.05RS000871 2008 - Jul - 2022:06:18 ACCA Project2.rup Calc = MJ8 Orientation= NW Page 1 0 0 +I+ wrightsoft® AED Assessment Entire House Quality Heating Job: 1789 Date: Jul 20, 2008 By: Gary Ostler For: Three Rivers Development 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 /lb) 61.5 -31.5 Dry bulb ( °F) -6 89 Infiltration: Daily range ( °F) - 34 (H ) Wet bulb ( °F) - 60 Wind speed (mph) 15.0 7.5 Hourly Glazing Load 1 m W 0 Maximum hourly glazing load exceeds average by 54.2 %. House does not have adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 1537 Btuh (PFG - 1.3 *AFG) Ak -q+- wrightsoft- Right- Suite Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 Project1rup Calc = MJ8 Orientation = NW Page 1 Hour of Day / Hourly ,'� Average / AED limit +I+wrightsoft Rig 111L' J Worksheet • Entire House Quality Heating Job: 1789 Date: Jul 20, 2008 By: Gary Ostler 1 Room name Entire House bedroom 3 2 Exposed wall 212.0 ft 22.5 ft 3 Ceiling height 8.0 ft 8.0 ft heat /cool 4 Roomdimensions 11.5 x 11.0 ft 5 Roomarea 2220.5 ft' 126.5 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft Load number (Btuh /ff -- °F) (Btuh /ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 W, 12F -Osw 0.065 ne''' 2.84 0.27 544 481 1368 131 92 92 454 44 61A 0.350 ne 26.60 26.15 63 0 1676 1648 0 0 0 0 12F -Osw 0.065 se 1.44 0.14 304 294 422 41 0 0 0 0 61A 0.350 se 26.60 33.24 11 0 279 349 0 0 0 0 11 -Osw 0.065 sw 2.66 0.26 544 441 1171 112 0 0 0 0 VL 12F 61A 0.350 sw 26.60 33.24 83 0 2203 2753 0 0 0 0 11 NO 0.350 sw 26.60 6.47 20 20 535 130 0 0 0 0 ��---C 12F -Osw 0.065 nw 4.94 0.47 304 180 888 85 88 46 227 22 61A 0.350 nw 26.60 26.15 104 0 2769 2722 42 0 1117 1098 tD 11 NO 0.350 nw 26.60 6.47 20 20 535 130 0 0 0 0 P 12C -Osw 0.091 - 6.92 0.33' 208 188 1300 62 0 0 0 0 1 D 11 NO 0.350 n 26.60 6.47' 20 20 535 130 0 0 0 0 C 166 -38ad 0.026 1.39 0.77 2221 2221 3078 1701 127 127 250 138 F 19D -Ocstp 0.368 0.93' 0.17 2221 2221 2058 379 127 127 167 31 6 c) AED excursion 1537 353 Envelope loss /gain 18817 11912 2216 1685 12 a) Infiltration 5543 537 924 90 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 24359 12449 3140 1775 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -0 0 144 33 14 Subtotal 24359 12449 3284 1808 15 Duct loads 1 4% 3% 979 332 4 o 3% 132 48 Total room load 25339 12781 3416 1856 Air required (cfm) 1010 1010 136 147 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +F+- wrigr.tsoft Rigtt -Suite - Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 ACA Project1rup Calc = MJ8 Orientation = NW Page 1 Ah +I+ wrightsoft® Right -J TM Worksheet Entire House Quality Heating AML Job: 1789 Date: Jul 20, 2008 By: Gary Ostler 1 Room name bedroom 2 master bath 2 Exposed wall 11.5 It 14.0 ft 3 Ceiling height 8.0 ft heat /cool 8.0 ft heat /cool 4 Room dimensions 11.5 x 11.0 ft 7.0 x 15.0 ft 5 Room area 126.5 fY 105.0 fY Ty Construction U -value Or HTM Area (ft) Load Area M Load number (Btuh /ff - °F) (Btuh /ft or perimeter (ft) (13t h) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 W 12F -0sw 0.065 ne 2.84 0.27 92 71 351 34 56 56 277 27 I-G 61A 0.350 ne 26.60 26.15 21 0 559 549 0 0 0 0 �j 12F -Osw 0.065 se 1.44 0.14 0 0 0 0 56 46 225 22 -G 61A 0.350 se 26.60 33.24 0 0 0 0 11 0 279 349 11 \L 12F -Osw 0.065 sw 2.66 0.26 0 0 0 0 0 0 0 0 61A 0.350 sw 26.60 33.24 0 0 0 0 0 0 0 0 11 NO 0.350 sw 26.60 6.47 0 0 0 0 0 0 0 0 Val 12F -Osw 0.065 nw 4.94 0.47 0 0 0 0 0 0 0 0 61A 0.350 nw 26.60 26.15 0 0 0 0 0 0 0 0 1 4 - - p G 11 NO 0.350 nw 26.60 6.47 0 0 0 0 0 0 0 0 P 12C -0sw 0.091 - 6.92 0.33 0 0 0 0 64 64 443 21 L-D C 11 NO 1613-38ad 0.350 0.026 n 26.60 1.39 6.47 0.77 0 127 0 127 0 250 0 138 0 105 0 105 0 207 0 115 F 19D -Ocstp 0.368 0.93 0.17 127 127 167 31 105 105 139 26 6 c) AE excu rsion -51 4 Envelope loss /gain 1326 701 1570 562 12 a) Infiltration 472 46 575 56 b) Roomventilation 0 0 0 0 13 Internalgains Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 1799 7471 21441 618 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 144 33 0 0 14 Subtotal 1943 780 2144 618 15 Duct loads 4%1 3% 78 21 4% 3% 86 16 Total room load 2021 800 2231 634 Air required (ctrn) 1 81 63 89 50 Printout Certified by ACCA to meet all requirements of Manual J 8th Ed. +}� wr:gF�tsofC Right- Suite 7.0.05RS000871 2008 -Jul- 2022:06:18 ACCA Project2sup Calc = MJ8 Orientation = NW Page 2 wrightsoft® Ri ht_ TM Worksheet • + 9 Entire House Quality Heating Job: 1789 Date: Jui 20, 2008 By: Gary Ostler 1 Room name master bedroom hall 2 Exposed wall 12.5 ft 4.0 ft 3 Ceiling height 8.0 ft heat /cool 8.0 ft heat /cool 4 Room dimensions 12.5 x 15.0 ft 23.0 x 4.0 ft 5 Room area 187.5 ft= 92.0 fY Ty Construction U -value Or HTM Area (ft� Load Area (fn Load number (Btuh /ftz_ °F) (Btuh /ft) or perimeter (ft) (13t h) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 VE 12F -Osw 0.065 ne 2.84 0.27 100 58 287 28 0 0 0 0 61A 0.350 ne 26.60 26.15 42 0 1117 1098 0 0 0 0 W, 12F -Osw 0.065 se 1.44 0.14 0 0 0 0 0 0 0 0 i-G 61A 0.350 se 26.60 33.24 0 0 0 0 0 0 0 0 11 V 12F -Osw 0.065 sw 2.66 0.26 0 0 0 0 0 0 0 0 --GG 61A 0.350 sw 26.60 33.24 0 0 0 0 0 0 0 0 I 11 NO 0.350 sw 26.60 6.47 0 0 0 0 0 0 0 0 12F -Osw 0.065 nw 4.94 0.47 0 0 0 0 32 32 158 15 61A 0.350 nw 26.60 26.15 0 0 0 0 0 0 0 0 11 NO 0.350 nw 26.60 6.47 0 0 0 0 0 0 0 0 P 12C -Osw 0.091 - 6.92 0.33 0 0 0 0 0 0 0 0 11 NO 0.350 n 26.60 6.47 0 0 0 0 0 0 0 0 C 166 -38ad 0.026 1.39 0.77 188 188 371 205 92 92 182 100 F 19D -Ocstp 0.368 0.93 0.17 188 188 248 46 92 92 122 22 6 c) AED excursion -89 -11 Envelope loss /gain 2022 1287 461 127 12 a) Infiltration 513 50 164 16 b) Room ventilation 0 0 0 0 13 In tee rnaIgainx Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 2535 1337 626 143 Less external load 0 0 0 0 Less transfer 0 0 0 0 Red istibution 50 11 -626 -143 14 Subtotal 2585 1348 0 0 15 Duct loads 4% 3% 104 36 4% 3% 0 0 Total room load 2689 1384 0 0 Air required (cfm) 1071 109 1 0 0 Printout cerfified by ACCA to meet all requirements of Manual J 8th Ed. +FF - igr,tsofc° Right -Suite TM Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 ACCP. Project2.rup Calc = MJ8 Orientation = NW Page 3 wri htsoft® Ri � T M Worksheet • g Entire House Quality Heating Job: 1789 Date: Jul 20, 2008 By: Gary Ostler 1 Room name masterwc entry 2 Exposed wall 0.0 ft 9.5 ft 3 Ceiling height 8.0 ft heat /cool 8.0 ft heat /cool 4 Room dimensions 11.5 x 5.5 ft 7.0 x 9.5 ft 5 Room area 63.3 f? 66.5 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (Btuh /ft - °F) (Btuh /fn or perimeter (ft) (Btuh) or perimeter (ft) (13t h) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 12F -Osw 0.065 ne 2.84 0.27 0 0 0 0 0 0 0 0 �G 61A 0.350 ne 26.60 2615 0 0 0 0 0 0 0 0 T W 12F -Osw 0.065 se 1.44 0.14 0 0 0 0 0 0 0 0 - C 61A 0.350 se 26.60 33.24 0 0 0 0 0 0 0 0 11 12F -Osw 0.065 sw 2.66 0.26 0 0 0 0 0 0 0 0 61'A 0.350 sw 26.60 33.24 0 0 0 0 0 0 0 0 D 11 NO 0.350 sw 26.60 6.47 0 0 0 0 0 0 0 0 V�V 12F -Osw 0.065 nw 4.94 0.47 0 0 0 0 76 36 177 17 I� 61A 0.350 nw 26.60 26.15 0 0 0 0 20 0 535 526 11 NO 0.350 nw 26.60 6.47 0 0 0 0 20 20 535 130 P 12C -Osw 0.091 - 6.92 0.33 44 44 304 14 0 0 0 0 L-D 11 NO 0.350 n 26.60 6.47 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 1.39 0.77 63 63 125 69 67 67 131 73 F 19D -Ocstp 0.368 0.93 0.17 63 63 84 15 67 67 88 16 6 c) AED excursion -7 160 Envelope loss /gain 513 92 1465 922 12 a) Infiltration 0 0 390 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 1 513 92 1 1 1855 960 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 88 20 14 Subtotal 513 92 1943 980 15 Duct loads 4% 3% 21 2 4% 3% 78 26 Total room load 533 94 2021 1 1006 Air required (cfm) 1 21 7 1 81 79 Printout Certified by ACCA to meet all requirements of Manual J 8th Ed. -+J-F Right -Suite - universal 7.0.05RS000871 2008 -Jul- 2022:06:18 ACCA Project2.rup Calc = MJ8 Orientation = NW Page 4 wri htsoft® Ri h TM Worksheet • 9 Entire House Quality Heating Job: 1789 Date: Jul 20, 2008 By: Gary Ostler 1 Room name bath living room 2 Exposed wall 0.0 ft 28.0 ft 3 Ceiling height 8.0 it heat /cool 8.0 ft heat /cool 4 Room dimensions 7.5 x 9.5 ft 14.5 x 13.5 ft 5 Room area 71.3 ft' 195.8 ft Ty Construction U -value Or HTM Area (ft) Load Area M Load number (Btuh /ftr - °F) (Btu /fn or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 W 12F -Osw 0.065 ne 2.84 0.27 0 0 0 0 0 0 0 0 61A 0.350 ne 26.60 26.15 0 0 0 0 0 0 0 0 W, 12F -Osw 0.065 se 1.44 0.14 0 0 0 0 0 0 0 0 �--G 61A 0.350 se 26.60 33.24 0 0 0 0 0 0 0 0 11 12F -Osw 0.065 sw 2.66 0.26 0 0 0 0 116 95 469 45 61A 0.350 sw 26.60 33.24 0 0 0 0 21 0 559 698 D 11 NO 0.350 sw 26.60 6.47 0 0 0 0 0 0 0 0 12F -Osw 0.065 nw 4.94 0.47 0 0 0 0 108 66 326 31 61A 0.350 nw 26.60 26.15 0 0 0 0 42 0 1117 1098 11 NO 0.350 nw 26.60 6.47 0 0 0 0 0 0 0 0 P 12C -Osw 0.091 - 6.92 0.33 0 0 0 0 0 0 0 0 (-D -11 NO 0.350 n 26.60 6.47 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 1.39 0.77 71 71 141 78 196 196 387 214 F 19D -Ocstp 0.368 0.93 0.17 71 71 94 17 196 196 259 48 6 c) AED excursion -7 571 Envelope loss /gain 235 88 3117 2706 12 a) Infiltration 0 0 1150 111 b) Roomventilation 0 0 0 0 13 Internalgains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 235 88 1 4266 2817 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 94 21 0 0 14 Subtotal 329 110 4266 2817 15 Duct loads 1 4% 3% 13 3 4% 3% 172 75 Total room load 1 342 113 4438 2892 Airrequired (cfm) 1 14 9 177 229 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +l+ w�:gr,tsort Right- SuiteTM Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 ACCP, Project2.rup Calc = MJ8 Orientation = NW Page 5 +I+ wrightsoft® Ri 9 • TM Worksheet • Entire House Quality Heating Job: 1789 Date: Jul 20, 2008 By: Gary Ostler 1 2 Room name Exposed wall kitchen /dining 21.5 ft garage 77.0 ft 3 Ceiling height 8.0 ft heat /cool 8.0 ft uncondit 4 5 Room dimensions Room area 16.5 x 23.0 ft 379.5 fP 25.5 x 26.0 ft 66 3. 0 ft= Ty Construction U -value Or HTM Area (fn Load Area (fn Load number (Btuh /ff - °F) (Btuh /fn or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 12F -Osw 0.065 ne 2.84 0.27 0 0 0 0 204 204 0 0 61A 0.350 ne 26.60 26-15 0 0 0 0 0 0 0 0 W� 12F -Osw 0.065 se 1.44 0.14 40 40 198 19 208 208 0 0 --G 61A 0.350 se 26.60 33.24 0 0 0 0 0 0 0 0 11 -Osw 0.065 sw 2.66 0.26 132 87 427 41 204 204 0 0 L 12F 61A 0.350 sw 26.60 33.24 45 0 1210 1512 0 0 0 0 11 NO 0.350 sw 26.60 6.47 0 0 0 0 0 0 0 0 12F -Osw 0.065 nw 4.94 0.47 0 0 0 0 0 0 0 0 T 61A 0.350 nw 26.60 26.15 0 0 0 0 0 0 0 0 11 NO 0.350 nw 26.60 6.47 0 0 0 0 0 0 0 0 P 12C -Osw 0.091 - 6.92, 0.33 0 0 0 0 0 0 0 0 L-D 11 NO 0.350 n 26.60 6.47 0 0 0 0 0 0 0 0 C 166 -38ad 0.026 1.39 0.77 380 380 750 414 663 663 0 0 F 19D -Ocstp 0.368 0.93 0.17 380 380 501 92 663 663 0 0 6 c) AED excursion 469 0 Envelope loss /gain 3087 2548 0 0 12 a) Infiltration 883 86 0 0 b) Roomventilation 0 0 0 0 13 InternaIgains: Occupants@ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 3969 2634 1 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 106 24 0 0 14 Subtotal 4076 2658 0 0 15 Duct loads 4% 3% 164 71 0% 0% 0 0 Total room load 4240 2729 0 0 Air required (cfm) 169 216 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +�F- ijo"tsoft° Right -Suite - Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 AC�G.A Project2.rup Calc = MJ8 Orientation = NW Page 6 151 Ductloaas +I+ wrightsoft® Right -J TM Worksheet Entire House Quality Heating Job: 1789 Date: Jul 20, 2008 By: Gary Ostler 1 Room name laundry /mud 2 Exposed wall 11.5 ft 3 Ceiling height 8.0 ft heat /cool 4 Roomdimensions 11.5 x 12.5 ft 5 Room area 143.8 ft Ty Construction U -value Or HTM Area (ft) Load Area Load number (Btuh /f? - °F) (Btuh /ft or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N /P /S Heat Cool Gross N /P /S Heat Cool 6 12F -Osw 0.065 ne 2.84 0.27 0 0 0 0 G 61A 0.350 ne 26.60 26.15 0 0 0 0 W, 12F -Osw 0.065 se 1.44 0.14 0 0 0 0 �G 61A 0.350 se 26.60 33.24 0 0 0 0 11 12F -Osw 0.065 sw 2.66 0.26 92 56 274 26 V 61A 0.350 sw 26.60 33.24 16 0 434 543 11 NO 0.350 sw 26.60 6.47 20 20 535 130 12F -Osw 0.065 nw 4.94 0.47 0 0 0 0 j -G 61A 0.350 nw 26.60 26.15 0 0 0 0 I 11 NO 0.350 nw 26.60 6.47 0 0 0 0 P 12C -Osw 0.091 - 6.92 0.33 100 80 553 26 L-D 11 NO 0.350 n 26.60 6.47 20 20 535 130 C 166 -38ad 0.026 1.39 0.77 144 144 284 157 F 19D -Ocstp 0.368 0.93 0.17 144 144 190 35 6 c) AED excursion 146 Envelope loss /gain 2805 1193 12 a) Infiltration 472 46 b) Roomventilation 0 0 13 In te ma I g ain s: Occupants@ 230 0 0 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 1 3277 1239 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3277 1239 15 Duct loads 4% 3% 132 33 Total room load 3409 1272 Air required (cfm) 136 101 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +FF wr:gr.tsoft Right -Suite TM Universal 7.0.05RS000871 2008 -Jul- 2022:06:18 ,45C Project2.rup Calc = MJ8 Orientation = NW Page 7 Sheet 1 Job M 1789 Performed by Gary Ostler for: Three Rivers Development Quality Heating Scale: 1 : 122 Page 1 Right -Suite TM Universal 7.0.05 RSU00871 2008 - Jul -20 22:06:52 Project2sup A1111111111k 4911111111k Duct System Summa Job: 1789 +I+ wrightsoft® Date: Jul 20, 2008 Entire House By: Gary Ostler Quality Heating For: Three Rivers Development External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.80 in H2O 0.46 in H2O 0.34 in H2O 0.25/0.09 in H2O 0.067 in /100ft 1010 cfm 507 ft Cooling 0.80 in H2O 0.46 in H2O 0.34 in H2O 0.25/0.09 in H2O 0.067 in/ 10Oft 1010 cfm 7 `� ?p ,�� ��\ \ o ` \��\� \\ `� \�\ \ \�.::: Name Design (Btu h) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk entry h 2021 81 79 0.072 6.0 Ox 0 VIFx 53.0 300.0 st1A bedroom 3 -A c 928 68 73 0.070 6.0 Ox 0 VIFx 61.0 300.0 st1A living room -A c 1446 88 114 0.073 8.0 Ox 0 VIFx 48.5 300.0 st1A bedroom s c 928 68 73 0.067 6.0 Ox 0 VIFx 68.0 310.0 st1A bath h 342 14 9 0.070 6.0 Ox 0 VIFx 40.0 320.0 st1A living room c 1446 88 114 0.068 8.0 Ox 0 VIFx 42.0 330.0 st1A bedroom 2 h 2021 81 63 0.074 6.0 Ox 0 VIFx 52.5 290.0 st1 kitchen /dining c 1364 84 108 0.075 6.0 Ox 0 VIFx 37.0 300.0 st1 kitchen /dining -A c 1364 84 108 0.075 6.0 Ox 0 VIFx 27.5 310.0 st1 master bedroom c 1384 107 109 0.070 6.0 Ox 0 VIFx 41.0 320.0 st1 laundry/mud h 1704 68 50 0.074 6.0 Ox VIFx 17.0 325.0 st1 master bath h 1115 44 25 0.102 6.0 Ox 0 VIFx 24.0 225.0 st1 mastenac h 533 21 7 0.108 6.0 Ox VIFx 11.0 225.0 st1 master bath -A h 1115 44 25 0.105 6.0 Ox 0 VIFx 17.5 225.0 st1 laundry/mud -A h 1704 68 50 0.109 6.0 Ox VIFx 8.0 225.0 st1 wrightsoft® Right -Suite T" Universal 7.0,05RS000871 2008 -Jul- 2022:06:20 Project2.rup Calc = M,18 Orientation = NW Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 1010 1010 0.067 758 15.0 8 x 24 ShtMetl st1A Peak AVF 407 464 0.067 596 11.2 8 x 14 ShtMetl st1 wrightsoft® Right -Suite T" Universal 7.0,05RS000871 2008 -Jul- 2022:06:20 Project2.rup Calc = M,18 Orientation = NW Page 1 w Name Grill Htg Clg TEL Design Veloc Diam H x W Stud /Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 0x0 415 374 106.5 0.081 438 10.3 3- 14x3.25 3 -10x27 SJSp rt1 rb2 0x0 595 636 128.5 0.067 403 12.6 5- 14x3.25 5 -10x46 SJSp rt1 Name Trunk Type Htg (cfm) Cig (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 1010 1010 0.067 699 15.0 8 x 26 ShtMetl � +r � + � t, -� wrightsoft- Right- Suitel- Universal 7.0.05 RS000871 l7ai+✓t'1 Project2.rup Calc = MA Orientation = NW 2008 - Jul -20 22:06:20 Page 2 E uS 0 LL CV 0 CV -1 CD m m 0 w o o ZOO f V ZC) JL Z: C) �P� 0 0 0 0 0 0 -)o LO L, C)r n iCC)r <3 C) r C-3 (3 r (D"Z:A iEDO t- C) ZOH E uS 0 LL CV 0 CV -1 CD m m 0 w o o ZOO f V ZC) JL Z: C) �P� E uS 0 LL CV 0 CV -1 CD m m - - - -- -_. Job Truss Truss Type Qty - - -- - Ply 807142 -08 T03 MON 7 __.--- - - - - L - -- - -- -- - -- - -. i_. -_.__ �BMC WEST (ID AHO FALLS), IDAHO FALLS, ID 83402 r 1 -0 -0, 6 -6 -0 1 -0 -0 6 -6 -0 6 -6 -0 — 12 5 G M1120 i Wi i W2 19 -6 -0 6 -6 -0 5A MV20= D� �' W1 Reference (optiona i __ 0 s Jan 3 2008 MiTek Industries, Inc. Mon Jul 21 16:36:34 2008 Page 1 26 -0 -0 27 -0 -0 6 -6 -0 1 -0 -0 see = 1 M'o 6 8 M1120 E W2 Ell t J K H 5k MI120=- 5� M1120- W M1120= 5k M1120= 8 -8 - 1 74-0 26 -0 -0 8 -8 -0 8 -8 -0 8 -8 -0 - - Plate O L Y) j8:0 -1 3 Edg _el_[_C_:_0-_3_-_ 0 _ , _ 0- _3 -4 _ , ] E 0 -3 - 0,0 3 - 4], [F:0 -1 3,Edg [H 0 4 -0, -3 OLLO -4 -0 0.3.01 T LOADING (P fl s SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.53 Vert(LL) - 0.31 H - 1 >985 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.65 it Vert(TL) -0.42 H -I >737 240 BCLL 0.0 Rep Stress Incr YES i WB 0.45 Horz(TL) 0.07 F n/a n/a BCDL 7.0 Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.07 B -I >999 240 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4 -3 -10 oc pudins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std REACTIONS (lb /size) B= 1445/0 -5 -8, F= 1445/0 -5 -8 Max Horz B=- 242(LC 3) Max UpliftB=- 329(LC 5), F=- 329(LC 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD A -B =0/45, B -C =- 2179/406, C -D =- 1910/435, D -E =- 1910/435, E -F =- 2179/406, F -G =0/45 BOT CHORD B -I =- 343/1754, 1 -J =- 116/1181, J -K =- 116/1181, H -K =- 116/1181, F -H =- 234/1754 WEBS C -I =- 476/266, D -I =- 184/744, D -H =- 184/744, E -H =- 476/266 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf, BCDL= 4.2psf; Category 11; Exp C, enclosed; MWFRS (low -rise) gable end zone; cantilever 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.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint B and 329 lb uplift at joint F. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TPI 1. LOAD CASE(S) Standard -- r Job __ -_ -- - - - -- Truss — - - - - -- Truss Type Qty Ply 807142 -08 T01 D 3 L-- Referei 'WC (IDAHO FALLS), IDAHO FALLS, ID 83402 0 s Jan - 1 1 7 -1 -0 14 -2 -0 21 -3 -0 2 -4 -0 1-0-0 7 -1 -0 7 -1 -0 7 -1 -0 7 -1 -0 SA MII20 -- E 7.00' 12 T3' 5x5 .1120 i o r 35 -5 -0 7 -1 -0 42 - -0 4� 7 -1 -0 1 -0 -0 Scale = 1:69 7 I "a 8 -6 -0 1 - 0 -0 25 -6 -0 34 -0 -0 + 42 -6 - 8 -6 -0 8 -6 -0 8 -6 -0 8 -6 -0 8 -6 -0 Plate Offsets_(X Y) [&0_1- 3,Edge [B 0 7 5 0 -1 -0 1, [ 0 - 4 - 0 3 [ F 0- 4 -0,0 -3 0] [G:_ - 4 - 0 3 -01, [H 0 7 5, 0_1 - [ H 0- 1- 3,Edge] – L0 = 4 0 0 -3 -4], [M:0-4-0,0-3-4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d TES GRIP TCLL 35.0 Plateslncrease 1.15 TC 0.75 Vert(LL) -045 L -M >999 360 MII20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.66 K -L >767 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.21 H n/a n/a BCDL 7.0 Code IRC2006ITP12002 (Matrix) Wind(LL) 0.15 K -L >999 240 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2 -5 -14 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: WEBS 2 X 4 SPF Stud /Std 8 -7 -12 oc bracing: B -M. WEDGE WEBS 1 Row at midpt D -L, E -L, E -K, F -K Left: 2 X 8 DF SS, Right: 2 X 8 DF SS REACTIONS (lb /size) B= 2462/0 -5 -8, H= 2462/0 -5 -8 Max Horz B= 393(LC 4) Max UpliftB=- 498(LC 5), H=- 498(L_ 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD A -B =0/45, B -C =- 4107/719, C -D =- 3897/803, D -E =- 3064/691, E -F =- 3064/691, F -G =- 3897/803, G -H =- 4107/719, H -1 =0/45 BOT CHORD B -M =- 663/3391, M -N =- 431/2804, N -O =- 431/2804, L- O=- 431/2804,L -P =- 188/2121, P -Q =- 188/2121, K -Q =- 188/2121, K -R =- 318/2804, R- S=- 318/2804,J -S =- 318/2804, H -J =- 485/3391 WEBS C -M =- 4631282, D -M =- 243/782, D -L =- 896/410, E -L =- 332/1261, E -K =- 332/1261, F -K =- 8961410, F -J =- 243/782, G -J =- 463/282 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf, BCDL= 4.2psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever 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.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 lb uplift at joint B and 498 lb uplift at joint H. 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 6.12 M1120� 5x0 M1120- M1120— ;142 Truss 'Truss Type Qry f Ply 08 T016 MON 1 7 --- - - _.__ _ __ i0—stann-3-2'D Rece o BMC WE ST IDAHO FALLS , IDAHO FALLS, ID 83402 s , I - - 1 - ( ) 08 MiTek Industries, Inc Mon Jul 21 16:36:30 2008 Page -1 -0 -� 7 -1 -0 14 - 2 -0 21 -3 -0 4 28- -0 35-5 -0 42 - 6 -0 1 -0 -0 7 -1 -0 7 -1 -0 7 -1 -0 7 -1 -0 7 -1 -0 7 -1 -0 Scale = 1 69 6 5x6 W120= E ].00112 B d A / S G MII20= 7x M1120= SA M1120— i ---82 L M 5� M1120= 5x M1120% \ \ 5x8 NMI W4 W, 6x8 M11201 W2 W2: W3 W4 \ N K O P J D R 6x12 MI120— 6x12 MI120 5x6 M1120= 5x6 1120= M1120= 8 -6 -0 17 -0 -0 25 -6 - 3 4 -0 -0 42 -6 -0 8 -6 -0 8 -6 -0 8 -6 -0 8 -6 -0 8 -6 -0 Plate Offsets (X Y) [B:0 1 -3 Edg e],1B 0- 7- 5,0 -1 -0] [ C:0 -4 -0,0 3 O], [D_0 4 0 0 -3 -0], [F 0- 4 -0,0 -3 0], [G:0 4-0 0 3 -0 [H.0 7 -5 0 -1 - 01, [H:0- 1-3,Edge], [1:04 0 0 3-4 [L:0 - - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.45 K -L >999 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.66 J -K >763 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Hor -(TL) 0.21 H n/a n/a BCDL 7.0 Code IRC2006/TP12002 (Matrix) Wind(LL) 0.15 H -I >999 240 Weight: 193 lb LUMBER - - BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2 -4 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 8 -6 -11 oc bracing. WEBS 2 X 4 SPF Stud/Std WEBS 1 Row at midpt D -K, E -K, E -J, F -J WEDGE Left: 2 X 8 DF SS, Right: 2 X 8 DF SS REACTIONS (lb /size) B= 2464/0 -5 -8, H= 2351/0 -5 -8 Max Horz B= 402(LC 4) Max UpliftB=- 499(LC 5), H= 432(LC 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD A -B =0/45, B -C= 4110/720, C -D =- 3901/803, D -E =- 3068/692, E -F =- 3069/694, F -G =- 3915/816, G -H =- 4123/731 BOT CHORD B -L =- 677/3394, L -M =- 445/2807, M -N =- 445/2807, K -N =- 445/2807, K -O =- 202/2124, O -P =- 202/2124, J -P =- 202/2124, J -Q =- 333/2810, Q -R =- 333/2810, 1 -R =- 333/2810, H -I =- 531/3408 WEBS C -L =- 463/282, D -L =- 243/782, D -K =- 896/410, E -K =- 332/1261, E -J =- 334/1265, F -J =- 901/414, F -I =- 255/798, G -I =- 470/287 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf; BCDL= 4.2psf; Category 11; Exp C, enclosed; MWFRS (low -rise) gable end zone; cantilever 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.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will ft between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at joint B and 432 lb uplift at joint H. 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 H to IJob Truss [Truss Type 807142 -08 Tot ON � - BMc WEST IDAHO FALLS , ID - -_ -- ( ) AFiO FALLS,ID 83402 -1T 7 -1 -0 + 1 4 -2 - 21 -3 -0 1 -0 -0 7 -1 -0 7 -1 -0 7 -1 -0 7.10 M1118H— E 7 00:12 5x8 M11201 r 6 a" SxB Mt120- -- -- N - -- -- 1.5rA M1120 11 5A M1120 !- D i W2 W3 M O L P 5N MI120- 6x8 M1120- 6x8 M1120, \ F \ 5x10 MII20� Ws \ jay G W7. / TS G K 0 5x6 M1120= 6x12 M1120- 15W M1120' 7 -1 -0 14 -2 -0 2 -3 -0 - 30 -94 - 36 -7 -1 42 -6 - 0 7 -1 -0 7 -1 -0 7 -1 -0 9 -6 -4 5 -10 -6 5-10 -6 - -- - - Pl O ffsets (X Y) [B 0 -1 S ,Edge], LOADING (psf) SPACING 2 -0 -0 CSI DEFL n (loc) I /deft Ud I PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.28 K -L >999 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.68 j Vert(TL) -0.45 K -L >808 240 M1118H 141/138 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.06 K n/a n/a BCDL 7.0 Code IRC2006/TPI2002 (Matrix) �- Wind(LL) 0.08 B -N >999 240 Weight: 189 lb - - LUMBER — -- _ BRACING - -- -- TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -9 -9 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std WEBS 1 Row at midpt C -M, D -L, F -K REACTIONS (lb /size) B= 1580/0 -5 -8, K= 2762/0 -5 -8, H= 346/0 -5 -8 Max Horz B= 393(LC 4) Max UpliftB=- 368(LC 5), K=- 481(LC 6), H=- 149(LC 6) Max GravB= 1580(LC 1), K= 2762(LC 1), H= 491(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/45, B -C =- 2416/462, C -D =- 1726/383, D -E =- 985/327, E -F =- 989/328, F -G =- 81/768, G -H =- 342/390, H -1 =0/45 BOT CHORD B -N= 442/1946, M -N= 442/1944, M -O =- 224/1355, L -O =- 224/1355, L -P =- 37/196, P -Q =- 37/196, K -Q =- 37/196, J -K =- 317/157, H -J =- 306/176 WEBS C -N= 0/261, C -M =- 682/283, D -M =- 88/537, D -L =- 1008/373, E -L =- 112/325, F -L =- 13311011, F -K =- 2177/448, G -K =- 611/290, G -J =0/191 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05, 90mph; h =25ft; TCDL= 4.2psf; BCDL= 4.2psf, Category 11, Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint B, 481 lb uplift at joint K and 149 lb uplift at joint H. 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 Qty - -Ply ... - 1 1 _ _ eference o tional ___ -- 0 s s Jan 3 2008 MiTek Industries, Inc. Mon Jul 21 16:36:27 2008 Page 1 28 -4 - 35 -5 -0 42 -6 -0 qq,3 -6- 7 -1 -0 7 -1 -0 7 -1 -0 1 -0 -0 Scale = 1 693 W3 M O L P 5N MI120- 6x8 M1120- 6x8 M1120, \ F \ 5x10 MII20� Ws \ jay G W7. / TS G K 0 5x6 M1120= 6x12 M1120- 15W M1120' 7 -1 -0 14 -2 -0 2 -3 -0 - 30 -94 - 36 -7 -1 42 -6 - 0 7 -1 -0 7 -1 -0 7 -1 -0 9 -6 -4 5 -10 -6 5-10 -6 - -- - - Pl O ffsets (X Y) [B 0 -1 S ,Edge], LOADING (psf) SPACING 2 -0 -0 CSI DEFL n (loc) I /deft Ud I PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.28 K -L >999 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.68 j Vert(TL) -0.45 K -L >808 240 M1118H 141/138 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.06 K n/a n/a BCDL 7.0 Code IRC2006/TPI2002 (Matrix) �- Wind(LL) 0.08 B -N >999 240 Weight: 189 lb - - LUMBER — -- _ BRACING - -- -- TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -9 -9 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std WEBS 1 Row at midpt C -M, D -L, F -K REACTIONS (lb /size) B= 1580/0 -5 -8, K= 2762/0 -5 -8, H= 346/0 -5 -8 Max Horz B= 393(LC 4) Max UpliftB=- 368(LC 5), K=- 481(LC 6), H=- 149(LC 6) Max GravB= 1580(LC 1), K= 2762(LC 1), H= 491(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/45, B -C =- 2416/462, C -D =- 1726/383, D -E =- 985/327, E -F =- 989/328, F -G =- 81/768, G -H =- 342/390, H -1 =0/45 BOT CHORD B -N= 442/1946, M -N= 442/1944, M -O =- 224/1355, L -O =- 224/1355, L -P =- 37/196, P -Q =- 37/196, K -Q =- 37/196, J -K =- 317/157, H -J =- 306/176 WEBS C -N= 0/261, C -M =- 682/283, D -M =- 88/537, D -L =- 1008/373, E -L =- 112/325, F -L =- 13311011, F -K =- 2177/448, G -K =- 611/290, G -J =0/191 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05, 90mph; h =25ft; TCDL= 4.2psf; BCDL= 4.2psf, Category 11, Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint B, 481 lb uplift at joint K and 149 lb uplift at joint H. 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 807142 -08 J05 ' h'msD TRUSS BMC WEST (IDAHO FALLS), ID i- AHO FALLS, ID 83402 - 1 -0 -0- 1-0-0 4 1 Reference (optional) 50 s Jan 3 2008 MiTek Industries, Inc. Mon Jul 21 16:36:26 2008 Page 1 5 -11 -11 5 -11 -11 ScN = 1'.18 3 � V 314 MI120 D NOTES 1) Wind: ASCE 7 -05; 90mph, h =25ft; TCDL= 4.2psf; BCDL= 4.2psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever 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 ft 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 126 lb uplift at joint C and 99 Ito uplift at joint B. 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 5 -11 -11 - - — - - - -- -- - - - - T -- - -- LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.51 Vert(LL) -0.06 B -D >999 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(TL) -0.12 B -D >570 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 7.0 Code IRC2006(TPI2002 (Matrix) Wind(LL) 000 B 240 Weight: 16 lb - --- - LUMBER - - BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5 -11 -11 oc purlins BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) C= 219 /Mechanical, B= 394/0 -5 -8, D =40 /Mechanical Max Horz B= 175(LC 5) Max UpliftC=- 126(LC 5), B= -99(LC 5) Max GravC= 219(LC 1), B= 394(LC 1), D =97(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A -B =0/45, B -C =- 128/90 BOT CHORD B -D =0/0 NOTES 1) Wind: ASCE 7 -05; 90mph, h =25ft; TCDL= 4.2psf; BCDL= 4.2psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever 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 ft 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 126 lb uplift at joint C and 99 Ito uplift at joint B. 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 Fj - ob I Truss Truss Type B07142 -08 I J01 TRUSS BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 - 4 Ply s Soak =IS 3 A 3rA M1120- 1 -11 -11 1 -11 -11 r LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.10 Vert(LL) -0.00 B >999 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 B -D >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 7.0 Code IRC2006/TP12002 (Matrix) J Wind(LL) 0.00 B * * ** 240 Weight: 6 l - -- — -- I _— - - - - -- - - - - -- - - - - _ _ - - -- - LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 1 -11 -11 oc purlins. BOT CHORD 2 X 4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) B= 214/0 -5 -8, D =13 /Mechanical, C =51 /Mechanical Max Horz B =83(LC 5) Max UpliftB= -86(LC 5), C= -25(LC 5) Max GravB= 214(LC 1), D =33(LC 2), C =51(LC 1) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD A -B =0/43, B- C= -56119 BOT CHORD B -D =0 /0 NOTES 1) Wind: ASCE 7 -05; 90mph, h =25ft; TCDL= 4.2psf; BCDL= 4.2psf; Category II; Exp C, enclosed; MWFRS (low -rise) gable end zone, cantilever 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 86 lb uplift at joint B and 25 lb uplift at joint C. 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 -0 -0 - - -- 1- 11 -11- - - C i 1 -0 -0 1 -11 -11 -- - Job Qty Ply - -- Truss - Truss Type i B07142 -08 H01 h I 2eference optional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 J s Jan 3 2008 MiTek Industries, Inc. Mon Jul 21 16:36:23 2008 Page 1 1 _ _ - — 5 -0 -0 �, _ 10 -0 -0 - - - - -- - 1 6 -0 -0 _ L - - -— 2 -0 -0 26 7 0 -0 - - -� - 27 -0- 1-0-0 5 -0 -0 5 -0 -0 6 -0 -0 5 -0 -0 5 -0 -0 1 -0 -0 Scale = 144.4 48 MI120, D 72 10x10 MII20— E 7,W112 1.5x4 MII20 1.5x4 MII20, I 'VV4 W1 w c F . W3 i i W3, I G A 5 G M1120 3x8 M1120 - - — MI120— L 5x6 MII20 10 -0 -0 16 -0 -0 _ _ 26 -0 -0 10 -0 -0 6 -0 -0 10 -0 -0 Plate Offsets (X,Y) [B:0 -1 -7,Ed [D [E 0-6- 0 1 -12], jG 0 1- 7,Edge] [I _ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.23 G -1 >999 360 M1120 197/144 TCDL 7.0 i Lumber Increase 1.15 I BC 0.45 Vert(TL) -0.50 G -I >617 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.07 G n/a n/a B C DL 7.0 j Code IRC20061TPI2002 (Matrix) Wind(LL) 0.04 B -J >999 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4 -8 -11 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud/Std REACTIONS (lb /size) B= 1361/0 -5 -8, G= 1361/0 -5 -8 Max Horz B= 187(LC 4) Max UpliftB=- 314(LC 5), G=- 314(LC 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD A -B =0/45, B -C =- 2004/409, C -D =- 1630/320, D -E =- 13251329, E -F =- 1630/320, F -G =- 2004/409, G -H =0/45 BOT CHORD B- J=- 33711646, I -J =- 127/1324, G -I =- 243/1646 WEBS C -J =- 377/219, D -J =- 35/317, E -J =- 205/206, E -1 =40/317, F -I =- 377/219 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf; BCDL= 4.2psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever 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.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint B and 314 lb uplift at joint G. 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 `Ply B07142-08 GE01 A PI E truss 1 1 �- - deference (optional) BM C WEST DAHO FALLS ( I FALLS), ID IDAHO FALLS, ID 83402 , - _ �-,0 s Jan 3 2008 MiTek Industries, Inc. Mon Jul 21 16:36:21 2008 Page 1 1 0 -0 21 -3 -0 42 -6 -0 - --------------- 1-0-0 21 -3 -0 6GMII20= 21 -3 -0 Scale - 1:69 B II I M L It K/ / \ ].00112 I _ I � O I I I I SI1 \ H,� ST� $ \R 3x M1120 ITP- O- ST8 S 3d M11201 1 EF, / $T� I ST $T6 r �T6 T \ �D \ OI' I $TM I T\ v 3T ii ST P \ T3 W \ C Ti d T Y III IC I i $T2 ST1 i I I , �T1� I . s it -- ..t - -- ft II -ft 'Q et -.. -_ fl fl I I.�'. -'_ -_ '._. I I i -. Ili. __._� i �, I x ea � � `-- Idn �..t -� 3�M1120 -- AS t AR AO AP 1} AO {} AN a AM AL 3x6 MI120= b AX _. ©... AJ �R AI ll'- AH � Il AG AF AE 3a MI120= _. - fl __Ift -- .._fl�.. AD AG As - -.fll_. & - - - - - fl - la AA 2 Y' 3z M1120= 4 -6 -0 42 -6 -0 Plate Offsets (X Y) [B _0 -3 -4 0 -1 -81, �F:0 - 13 ,0-1 81, [T:0 -1- 13,0 -1 -8 [X 0 3 4,0 _1 -8j LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 A n/r 120 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.09 Vert(TL) 0.00 A n/r 120 BCDL 7.0 Code IRC2006FFP12002 Matrix Horz(TL) 0.01 X n/a n/a BCLL 0.0 Re Stress Incr NO WB ).21 Weight 251 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 SPF Stud /Std WEBS 1 Row at midpt M -Al, L -AJ, K -AK, J -AM, N -AH, O -AG, P -AE REACTIONS (lb /size) B= 254/42 -6 -0, AI= 171/42 -6 -0, AJ= 194/42 -6 -0, AK= 197/42 -6 -0, AM= 196/42 -6 -0, AN= 196/42 -6 -0, AO= 196/42 -6 -0, AP= 194/42 -6 -0, AQ= 205/42 -6 -0, AR= 160/42 -6 -0, AS= 295/42 -6 -0, AH= 194142 -6 -0, AG= 197/42 -6 -0, AE= 196/42 -6 -0, AD= 196/42 -6 -0, AC= 197/42 -6 -0, AB= 193/42 -6 -0, AA= 208142 -6 -0, Z= 148/42 -6 -0, Y= 325/42 -6 -0, X= 144/42 -6 -0 Max Herz B= 402(LC 4) Max UpliftB=- 103(LC 3), AJ= -53(LC 5), AK= -87(LC 5), AM= -77(LC 5), AN= -78(LC 5), AO= -78(LC 5), AP= -78(LC 5), AQ= -80(LC 5), AR= -69(LC 5), AS=- 110(LC 5), AH= -47(LC 6), AG= -89(LC 6), AE= -77(LC 6), AD= -78(LC 6), AC= -78(LC 6), AB= -77(LC 6), AA= -83(LC 6), Z= -59(LC 6), Y=- 133(LC 6), X= -14(LC 4) Max GravB= 254(LC 1), AI= 242(LC 6), AJ= 201(LC 9), AK= 197(LC 1), AM= 196(LC 1), AN= 196(LC 9), AO= 196(LC 1), AP= 194(LC 9), AQ= 205(LC 1), AR= 160(LC 9), AS= 295(LC 9), AH= 201(LC 10), AG= 197(LC 1), AE= 196(LC 1), AD= 196(LC 10), AC= 197(LC 1), AB= 193(LC 10), AA= 208(LC 1), Z= 148(LC 10), Y= 325(LC 10), X= 144(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A -8=0/43, B -C =- 347/239, C -D =- 290/225, D -E =- 256/223, E -F =- 217/210, F -G =- 213/217, G -H =- 180/213, H -I =- 142/208, I -J =- 105/213, J -K =- 70/252, K -L =- 70/295, L -M =- 69/319, M -N =- 69/311, N -O =- 70/270, O -P =- 70/209, P -Q =- 70/153, Q -R =- 701113, R -S =- 70/74, S -T =- 62/66, T -U =- 70/59, U -V =- 105/72, V -W =- 138/74, W -X =- 216/87 BOT CHORD B -AS =- 71/219, AR -AS =- 71/219, AQ -AR =- 71/219, AP -AQ =- 71/219, AO -AP =- 711219, AN -AO =- 71/219, AM -AN =- 71/219, AL -AM =- 71/219, AK -AL =- 71/219, AJ -AK =- 71/219, AI -AJ =- 71/219, AH -Al =- 71/219, AG -AH =- 71/219, AF -AG =- 71/219, AE -AF =- 71/219, AD -AE =- 71/219, AC -AD =- 71/219, AB- AC=- 71/219, AA -AB =- 71/219, Z -AA =- 71/219, Y -Z =- 71/219, X -Y =- 71/219 WEBS M -AI =- 226/0, L -AJ =- 173/70, K -AK =- 169/104, J -AM=- 168/94, 1 -AN =- 168/95, H -AO =- 168/95, G -AP =- 167/94, E -AQ =- 174/97, D -AR =- 143/84, C -AS =- 240/132, N -AH =- 173/64, O -AG =- 169/106, P -AE =- 168/93, Q -AD =- 168/95, R -AC =- 168/95, S -AB =- 167/94, U -AA =- 175/98, V -Z =- 138/79, W -Y =- 254/142 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf; BCDL= 4.2psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever 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 1.5x4 MI 120 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0 -0 oc. 8)' 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 ft between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint B, 53 lb uplift at joint AJ, 87 lb uplift at joint AK, 77 lb uplift at joint AM, 78 lb uplift at joint AN, 78 lb uplift at joint AO, 78 lb uplift at joint AP, 80 lb uplift at joint AQ, 69 lb uplift at joint AR, 110 lb uplift at joint AS, 47 lb uplift at joint AH, 89 lb uplift at joint AG, 77 lb uplift at joint AE, 78 lb uplift at joint AD, 78 lb uplift at joint AC, 77 lb uplift at joint AB, 83 lb uplift at joint AA, 59 lb uplift at joint Z, 133 lb uplift at joint Y and 14 lb uplift at joint X. 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. LOAD CASE(S) Standard Job ly _ - - - Qty -- - • Truss - Truss Type P CJtt TRUSS 2 1 LB �07�142-08 WEST (IDAHO FALLS), ID _ - -- " - - - -� - -- --- - _ -_ �- - iTrence o tional) AHO FALLS, ID 83402 Jan 3 2008. MiTek Industries, Inc. Mon Jul 21 16:36:17 2008 Page t -1 -5 -0 5-7 -14 1 -3 -1, 1 -5 -0 5 -7 -14 5 -7 -14 4x M112011 0 Plat Offsets LY1: [D 0- 3- 4,Edge] 5 -7 -14 11 -3 -12 5 -7 -14 5 -7 -14 LOADING (psf) SPACING 2 -0 -0 TCLL 35.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 7.0 Code IRC2006RP12002 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 6 DF 1800F 1.6E WEBS 2 X 4 SPF Stud /Std `Except' W1 2 X 4 SPF 1650F 1.5E REACTIONS (lb /size) E= 772/Mechanical, B= 771/0 -7 -12 Max Horz B= 228(LC 5) Max UpliftE=- 341 (LC 5), B=- 266(LC 5) CSI DEFL in (loc) I /deft Ud TC 0.64 Vert(LL) -0.02 F >999 360 BC 0.19 Vert(TL) -0.05 E -F >999 240 WB 0.70 j Horz(TL) 0.01 E n/a n/a (Matrix) Wind(LL) 0.02 F >999 240 PLATES GRIP M1120 197/144 Weight: 53 lb 6411_ WzlffB BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD A -B =0/52, B -G =- 1109/317, C -G =- 974/317, C -H =- 231/67, D -H =- 49/36, D -E =- 312/183 BOT CHORD B -I =- 420/965, F -I =- 420/965, F- J=- 420/965, E- J= -420/965 WEBS C- F= 0/329, C- E=- 947/400 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf; BCDL= 4.2psf; Category II; Exp C, enclosed; MWFRS (low -rise) gable end zone, cantilever 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 341 lb uplift at joint E and 266 lb uplift at joint B. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9 lb down and 29 lb up at 2 -10-4, 9 lb down and 29 Ito up at 2 -10 -4, 38 lb down and 63 lb up at 5 -8 -3, 38 lb down and 63 lb up at 5-8 -3, and 119 lb down and 116 lb up at 8 -6 -2, and 119 lb down and 116 Ito up at 8 -6 -2 on top chord, and 1 lb up at 2 -10 -4, 1 lb up at 2 -10 -4, 29 lb down at 5 -8 -3, 29 lb down at 5 -8 -3, and 63 lb down at 8 -6 -2, and 63 lb down at 8 -6 -2 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 8) 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: A- D = -84, B -E = -14 Concentrated Loads (lb) Vert: C=- 76(F = -38, B = -38) F=- 24(F = -12, B = -12) G= 58(F =29, B =29) H=- 237(F= -119, 8= -119) 1= 1(F =1, B =1) J=- 52(F = -26, B = -26) 4.4 M1120 Sa6 M1120-