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Home My WebLink AboutALL DOCS & CO - 08-00113 - 1312 Stone Dr - New SFR , i.- �,� = °R„ CITY O Certificate of Occupancy �- ..,_ RE G City of Rexburg Amerita'sFAmilyCommunity Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Building Permit No: 08 00113 Applicable Edition of Code: International Building Code 2006 Site Address: 1312 Stone Dr 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: Hacopla LIc 814 N Yellowstone Hwy Rexburg, ID 83440 Contractor: - Keystone Construction Special Conditions: 1001 sq ft unfinished basement Occupancy: Residential - 2 units or Tess, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: February 15, 2011,(01:52PM) C.O Issued by: - v� c � J CiP Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspecto .: '- - Fire inspector: NM Electrical Inspector: ` I P8Z Administrator /1' /p • January 5, 2010 Mr. Aaron Robertson 814 N. Yellowstone Hwy Rexburg, Idaho 83440 RE: Building Permit 08 00113 Dear Aaron; Recently, the City of Rexburg Building Department has undertaken an effort to go through existing permits that have not been completed. The home at 1312 Stone Drive has never been issued a Certificate of Occupancy that was permitted on March 6, 2008 by David Waters, the previous owner. As stated in the 2006 International Residential Code, which has been adopted by the City of Rexburg, "every permit issued shall become invalid... if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced ". Several attempts made by Natalie Powell, the city's compliance officer, to contact you in regards to completing this project have been unsuccessful. In order to avoid any additional fees, please contact our office within 15 days to renew this permit and complete the required inspections so a Certificate of Occupancy can be issued. Otherwise, the permit will be considered expired and the City of Rexburg Building Department will deem this space "inhabitable ". Any work or inspections on the addition after the 15 days will require a new permit and associated fees. Please contact me if you have any questions. I can be reached at 359.3020 ext. 2341 or amandasa,rexburg.org. Sincerel , Amanda Saurey Building Safety Coordinator Amanda Saurey Building Safety Coordinator 35 N. P` E. Rexburg, ID 83440 P. 0. Box 280 www.rexburg.org Phone (208) 359.3020 ext.2341 Fax (208) 359.3022 Z .T1 Z _ 0 z 7 a 410 0, m 2 c ' � -+,� ,'fly Z CV � ii �o 171 171 Q- cm � I' C m o °° Icoa_ n p m o �d rn ; ° < ��y Z z co "1 Ca . � z ,� o �� r..z.: c F. 8 v E xi 5 i f z -1 o D 3 c Cb a 0 � C D � . D 5 -< (n 10` 13 o 0C —1 H - 0 c3 m v a Z _1 Cj -, C) p A * n a 7 0 °:t= o 73 0 y Q. " 3 m -1 n z 'tip `Z " g - 0a m 171 30 q o p m o 0 0- o v c ° 7 7T y o 3 0 - r x N ^ O. N m o C N ID 0 `c 4 0 m y a m < c o- 0 w v `° =ogm o 0 a 0 Z n, a = °- o o a y 0 cn (D o °• co C rt N 11, y C 0 CD . . 0 0 7 tizi - 1 0 v r o =lnla* = m 0 g -C s.6 - off c f .Z a 0 - cu 3 c 0 53 1 t+ � o . 1 71 � o0 CD 3 m W 0 ID ll 0 0. CD z D o o E n 1 m CD 04.414% »=0Z o = k 'r fi :411111114 m W W C N aC Cr' r O O •-.t p C N a m 0 k (� . (p 5 0 Z 1_., A N a 0 97 ^ <D O CD SD UI1 n O _ mo2E2 m � 'm - a" a n W D m • 4) N - - ._, _. O 1v Z m m O 5° Cm V d) 5." A W N cn 90 c m 0 a o. c co E �p N (D C 3 _ 7 ° o n n n cl co co .. c c moo f 3 0 o z m 0 n) c v p Zz v 0 z = m N r' m -c1 - Z o o c ° � w ° ` "t = ° ° n � , 0 ° c z c) u, 0 3 0 3 y co 1= to ?' c ;o w m Z CO N _ v G m Z V w ° ` Z n H T o 0 m C f" v A z m (w) y A n Z N < 0 'a O F- "1 N 0 < a a g O. From: Jason Hadley 2008-03-09 23:21:40 (GMT) To:,8Ielee Pap 2 of 2 0 410 . „. • Building Safety Department siiiN C.1TV OF COY 61. Rtotburil ( t■rri 1, b „ . ..„,,_..., ;mu .t.-..F,Api,UR‘..3( Of" lane0C0161.101Zeit? 13110ne:Railttle0OXiii . 4+/1;)1 Aisivicak TailiNyt:Cona unit RINGUI12- CraS440 Wiikiiii•XbOicborg For.208:339.0024 4..=" • ---- --a : Permit #08 00113 PAOPERTYADDRES.S: .:.-• :,:- , -' . W I"' ' : SUBDIVISION • • . . , aelY51 1 ,! . ..,..., ZHASE.___J____ LOT-__IL____:•k0C1c_&_ 1312 Stone Dr • :_l?equireditt ELECTRICAL ne , a i . ..........,.....,,..,..... : , ,... .. , . : giga Name 1 • 1 c e.... et. fic : .. Cell Iluine C24).,,tiiiiiies.ohoue • ( - " • e' '• 4r 4: 64-4' ' c '4_ - , , Ca Eieettieal Estimate. &Let etwidet& labor) 4_,L5:(2,'LL (10011931ERCIALAIULTI-FAWY'ONLY). ' . . 2 7PWS OPINSTALD1270N • .gir RaioskadArH}gavad oroveirchifircomatnee withitiowr akkgraitserictweene ge ft c h ed sow artholvarnattha . 0 : __15_. PP emP Se . ruiee .....,./4_... 20.1 to 400 anv:Se - Over • .400einp.Service*. • • • Tetopoituy:Corsitatcritext Serirke., orloos, onelaeatigia Vor a prziod'aor to exoxd• 1 Yeig).. • . , _AZ& Riisting-itesitiential ( atetatio . . : . , __4(.4.,,SpsiiiittiTub, S 'skiamitiPatol Electric Central arterreiliestingascifor Cciofiag.cwhan emperrotii aew sealcioetial Ooixesiaolon poonit " . , nod: ao:siddidenatwrmit , -...1,/,&/idadalsz,11(anufacturatuor tfabile f‘rae. • Other lastielitiertie *itlatnotapseiftsilly covered by arrtitthe above .._40 Cost of Write _:Pantps..(72t.,oalestio Watr &dodo; Sewage) • . 44. _ .Ri q ueSte d•Ipspectinas...caiexistingai t i s e • __SIALA'emiNttagy. 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E—mail s i z e TCp1Mr pep Z ell a106O}61a2IADMIT) Neer fare NW* • Building Safely Deparimard eves, - _ Nue% I ramp: �1gIP3D7b�_�( t'l� Permit #08 00113 1312 Stone Dr _ Name 166411 4 . • r e pa) L — gyp, ; . 86.tltad&momiiweef dbiparppg AS o m p toaoD mop /Woe- oad'p'r8arp,�p.,se6s„e,,;ipy ' Al? „soa eiidu ar4p.doiovttrte.*Cay _gp — �.BReptde popeed �. it'sni8py 4*Pa'ell �„ , ai par d9B .pe SfpEepfp "°�m°°°p°°°ee're j r a vd J'b`d�3(epCWppiirimYpu b1o3F ' r=evm • itRUCthSUP P ME Mealaieddiagtahe 7 1 'd ua 2:eo 1•100?-130451 AI i.- •' II P 1 * * * Memory TX Result Report ( Mar. 7. 200$ 1:43PM ) * * 1) 2) Date /Time: Mar. 7. 200$ 1:42PM File No. Mode Destination Page Pg (s) Result Not Sent 5955 Memory TX Rocky Mtn Power P. 1 OK Reason for error E. 1) Hang up or line fail E.2) Busy E. 3) No answe r E. 4) No facsimile connection E. 5) Exceeded max. E-mail s i ze Ron ion Hal* Building Safety Depadment i l7dNq Marv- tdg401a15 . j - ^ • acre M.eadBi. OWN...,_ 6a5NaNlB� I L A . suppraszo Permit #08 00113 --- I x 2 1312 Stone Dr dllf .EZECTRICAZ casb6aae — 1 ! . rw �tAi'IA+s+QHA`X�I. . "ro OBnr � d, y� i r rsa , .flaot,aonw m r : ,r r y w N,C)i -mu m+w6.q sgirra ` A ..t 'toF9admY - y � e mrF _ap alms. mctossra r par mpaiodintluorredl •• - ►1�.B9�dreramd� .. ..o.rrad s W, ,..4 `-., /_tx '9+r+. BwBmdereic .,;,rJf ' • • - o raemr zam�,g " O° +` r . ",m°rt ths .aorgowi di od„ movili.,aS,m Ikaermdn. m : • 7 • I 'd lid UM Aid- 90 -1M4 • uQ R�.XBlJgC , .,. U r SINGLE FAMILY RESIDENTIAL uIt REXBURG City of Rexburg 3 AmeriauFarnilyCommunity Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit # 08 00113 Permit Type Single Family Residential Project Name 1312 Stone Dr- Waters Site Address 1312 STONE DR Parcel # RPRSKMDS020120 Project Description Names Associated with this Project Type Name Contact Phone # License # Exp Date Contractor High Country Heat & Ac Steve Dick 208- 709 -4650 C6068 05/31/2009 Contractor Hotwire Electric Llc Blaise Kauer C -34487 07/01/2008 Contractor Keystone Construction Colby 208 - 293 -7575 RCE -19240 11/14/2008 Contractor M &A Plumbing Michael Eddington 208 - 716 -0046 C -12948 10/31/2009 Fixtures 3 - R -Fuel piping fixture or appliance outlet(s) additional 1 - R -Fuel (gas) piping fixture or appliance outlet 1 - R -Range hood vents additional 4 - R -Bath fan vents additional 1 - R- Exhaust or vent ducts 1 - R- Furnace / Air conditioner combo(s) additional 1 - R- Furnace / Air Conditioner Combo 1 - R- Decorative gas -fired appliance(s) additional 1 - R -Dryer vents additional 1 - R- Garbage Disposal 1 - R -Water Softener 4 - R -Water Closet and/or Urinal 1 - R- Clothes Washing Machine 1 - R -Dish Washer 1 - R -Floor Drain 2 - R -Water Heater 7 - R -Sink (Lavatory, Kitchen, Mop or Bar Sink) 4 - R -Tub and/or Shower Unit 1 - R- Sprinkler * ** SEE ATTACHED CONDITIONS * ** Print Name Date Issued: Signature Date Issued By: I ex.,„„,„ C[ T Y O F SINGLE FAMILY RESIDENTIAL ° REXBURG City of Rexburg America's FarnilyCommwnity Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit # 08 00113 Permit Type Single Family Residential Project Name 1312 Stone Dr- Waters Site Address 1312 STONE DR Parcel # RPRSKMDS020120 Project Description Fee Information Project Details Residential, one and two family (Any Code mat 2,931 SQFT Project Valuation $318,424.2'; Unfinished Basements (all use group) 1,001 SQFT Mechanical Residential Fixtures 190.00 Utility, miscellaneous, private garages (Any Co( 751 SQFT Building Permit Fee 2,220.15 Plan Check Fee 222.02 Residential Plumbing Permit Fee 224.00 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 Permit - Electrical 160.00 Total Fees Paid $7,635.11 Conditions 1. 1001 sq ft unfinished basement Print Name Date Issued: Signature Date Issued By: ct BExsCRC • A. 'id C I T Y O F A. �, REXBURG I'leasComplete ne Entire Application! If the question does not annly fill in NA for non annlieable cNao "•, :), .' Am erica's Family Community 08 00113 RESIDENTIAL BUILDING PERMIT APPLICATI( 19 E MAIN, REXBURG, ID 83440 1312 Stone Dr- Waters 208 - 359 -3020 X326 PARCEL NUMBER:P, s r soa )1 ( We will provide this for you) SUBDIVISION: S' k M ea c\ r ‘ r\A _S UNIT# NA- BLOCK# 2 LOT# 1 2— (Addressing is based on the information - must be accurate) OWNER NAME: -1cc, -, p o, L LB CONTACT PHONE # 2LA 35C 707y PROPERTY ADDRESS: ., / 3 / L. . , /- m c . DsL , K . x\:, , (5 , I D R' 3 `t o PHONE #: Home ( ) ,&j /A Work ( ) l-/AA Cell ( ) 2-c' ' c, 3i / `7 OWNER MAILING ADDRESS: S 1'1 i . `;,-,, II Q L- 11 CITY: lR e_ u \ r STATE: i °ZIP: q 3'/ 9Q EMAIL a LtYO viV" ( 4 b 1 c. cxc.1 (op A.A. e Ak -, cci ill FAX &CI Zi S( l3c.,C APPLICANT (If other than owner) ra i c (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS 5(S Pi n o.e r 9- - CITY: 1L�,A,,, v q I c. J STATE; ZIP 3 '1`�U EMAIL �1avi d vi ( �,,veex�eve. ( o I> Z\ 8 13 ( PHONE #: I L ir e ( �) (� c 321 Work (� 35= - `1 �•� Li Cell ( ) &/ 1 CONTRACTOR: 1 ..-‘. , MAILING ADDRESS: /1(o2- east -lave Dr. N 4 3 CITY Tifw A F0 (13 STATE 1 ZIP 23 01 1 PHONE #: Home ( ) /V/ A- Work ( ) I.I /f Cell ( Z y 3 / 7 .S EMAIL i D A FAX C Ice ydgi-M0 cti 8 9 71 Z3yg IDAHO REGISTRATION # & EXP. DATE 13 E I: l Z lo it--, a How many buildings are located on this property? r\ a ( A \o• 6. i ) Did you recently purchase this property? No Yes (If yes, list previous owner's name) Sk AA - c �J .,.>lr ___ ,. me,� -� Is this a lot split? NO YES (Please bring copy of new legal description of pro :, »- U V t` PROPOSED USE: ■._ 2 en k t.- ■ a_ ,, 111 (i.e., Single Family Residence, Multi Fa y, Apartments, Re odel, Garage, Commercial, Addition, 1 , . - 0 200 i APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: :ter p Li •nalty of perjury, I - - - - •:i that I have read this application and state that the information herein is correct and I swear that any informah,;,u which L os . - - . i - , �' i hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall 1:,e truth ct I : • • s . City regulations and State laws relating to the subject matter of this application and hereby authored representa ;veka t e • • • - er upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a.wrmit on approval iss. - • under the provisions of the 2003 • International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not starte wit ' 180 days. Permit void if work stops for 180 days. „...,.....„,..f --r 03 / 04, / OLri Signature of Owner /Applicant DATE Do you prefer to be contacted by fax, email • phone? Circle. One WARNING — BUILDING P ' ' - r UST By% POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning January 1. 200.5, , • • s _ Building Safety Dep artme nt ;,� `. o�� °R �, o C I T Y 0 F City of Rexburg n t T m 1tG V 1� 19 E. Main janellh@rexburg.org P hone: 208.359.3020 " Ameri Famil Com G Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Affidavit of Legal Interest State of Idaho County of Madison ( I, F-1 v°. ro, -v vo :.r o.-% , I '"I 11 .\J lF 1 l oi-�c �,1 1c.,) . 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: Drw: r,Ve.Ya 4 4P,o;.zc„- fL,i - t -1 e< b,.i it') Name Address • to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this day of riti't-'' ,20 © Y 1 Signature o Subscribed and sworn to before tc the day and ear first above written. Notary ublic of I [,�b LMT?e R of Idaho • 3 MAR -6 -2008 02:53P FROM:M &A PLU NG (208)357 -3007 T� 8012181360 P.1 • ' Please complete the entire Application! • NAME ll )k te..71k, v,s PROPERTY ADDRESS /3 i Z ' 547,,1. .yam V { = Pe mit# SUBDIVISION g .� .t Dwelling Units: / Parr el.Acres:. - 3 0 SHihiACKS PROIrrr - Z 0 `. SIDE 2 1 1- SIDE 111 BACK rA 5 Ile-modeling Your Bur7dirxn/Home (need Estimate) $ 10 00 0 SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the bni ding) First Floor Area .. . '4 7( S Unfinished Basement area /AO / Second floor /loft area 9 Finished basement area sV Third door /loft area "" Garage area '751 Shed of $ern �� C arpo,rt /Dedk (30" above grade ).Area j (1 Water Meter Quantity: ***r`******'r**'rWatct Meter 5ixc: 1 Requited!!! PLUMBING �-! Plumbing Contra tot's Name: Ad . - .• , usiness Name: Irri * ( plvsi&iAA fr Address (O 1 Q f �t- 0)(1 ry . 5 City r State t' L7 Zip 5' 3 ,P 7C, Contact Phone: (0 '7l to - c,t (e _mousiness Phone: (e) 7 f4Q - S ►C) i-( t'O Finai4 Fax A G$. 5 7 • . 3 ('C7 7' " I X T U R E COU V "(including to:Wm Bla es) 1 Clothes Washing Machine © Sprinlders Dishwasher 4 Tub /Showers i Floor Drain q Toilet /Urinal Garbage Disposal _ Water Heater b, not Tub /Spa 1 Water Softener 4, Sinks (Lavatories, kitchens, bat, mop) Plumbing Estimate $ J 1 5 0 (COMMERCIALIMVLTI- FAMILY ONLY) qq P [ 0 ' 3 'r Y14 a CiP9,5" S' Cro ntractor License Number& Expiration Date Date Us 't flee rtes lwk k to tetra au : mind • the Sion of Idaho 4 YAAA IYAAAI� voebaorQnz YV4 74:RT WHIZ/Min • Please complete the entire Application! - NAME ..- Dot v c• L-3"A -eIr'S PROPERTY ADDRESS /3 (7_ r. (� Permit# SUBDIVISION C iltoadoc.)S Required /ll MECHANICAL Mechanical Contractor's Name _S - -; , L "r°� Business Name 14( G t.#- CO v LIT it C r' 4-1 c a 4 • • 4 ea Address R 0 . No( ( 7 City g.‘.) y State 1 D Zip 8 3Y't Z Cell Phone (Z0$) c12,50 Business Phone (jot) 74 - ?oSb Fax ( Zob) 7 4 - 6g (7 Email Int In Po u r �- r h} Y e) yam . co r►,, Mechanical Estimate $ '5 30b (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Z Furnace Exhaust or Vent Ducts Z' 0 Furnace /Air Conditioner Combo Dryer Vents () Heat Pump J Range Hood Vents Air Conditioner O Cook Stove Vents 0 Evaporative Cooler f f // Bath Fan Vents t] Unit Heater other similar vents & ducts: Space Heater / Decorative gas -fired appliance b Incinerator System 0 Boiler 6 Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets 0 Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. • ‘6‘? Signature of Licensed Contractor License number Date The City of Rexbuvg's permit fee schedule is the same as required by the State of Idaho 5 • • • • SUBCONTRACTOR LIST Excavation & Earthwork: M o �C 0.Y t s 1� Concrete: K 4- C_ Co r. Masonry: / rn p 3 t, S7»1- J I t r Roofing: /M C (L . 1 n� Insulation: New - a L , 1 v) S k■A Drywall: / I (- it s e. VP-/ wa I Painting: Rq CJL.�/ n #'Q � rt 4 )1r� J Floor Coverings: �. d w cad-it /11 - v r a v S Plumbing: /1 P I u 1M\J t 4 .J Heating: - T‘a Y\ Cpv Yx Y'� I-t - e0. t n. 4 / A C J J 'JyY` CDY� ( 01l I • Electrical: 14o+ L.- I` e... E I e 4 + Y < c \1 Special Construction (Manufacturer or Supplier) Roof Trusses: St) y■ v■A ■ **- Floor /Ceiling Joists:., k 73'v ; ; ` .J Siding /Exterior Trim: A,bn v r S Other: •/p • 8 • Bureau of Occupational Licenses Department of Self Governing Agencies The person named has met the requirements for iicensure and is entitled under the laws and rules of the State of Idaho to operate as a(n) CONTRACTING BUSINESS KEYSTONE CONSTRUCTIONA DEVELOPMENTS INC 4AFwp rsiiELON 103 4y,vapst i pEOTeli0 LOdAfii),11 ( Y f • v ...) `;." - • Tana Cory RCE-19240 11/14/2008 Chief, B.O.L. Number Expires • • INSULATION CERTIFICATE NEW AGE INSULATION 529 -5295 2260 NORTH DEBORAH DR 3ta 5 )-oKt Site Address jc General Contractor • Component R -Value Type . • Basement walls 11 �--- Crawl Space Rim Joist tq Exterior Walls Attic/Ceiling 3$ These 'nsulatio values are certified by: / /I/ log Sign e Date • • • • d XIdd 13r2I3sd1 dH 217:91 0102 81 uer V REXURG City of Rexburg , Receipt Numbe Depar of C ommu D eve l opmen t � „ 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 �rl � a - �; � � ^�' ,�. iG'i�i � ' - E� - , , �I a Pi 3 h a r ,,e; d � '��,�� • - I_ �- '�� 6 � '' i' Et Y V ` , ' , u.� -. h =v==ia °4f''. c _ -r . . , rl . i. � i �6 rc - ' -r's s r �_ , °,�.,, �U`t "', P"6 .. • ,'i' * k`%r ^ g , i �.�, 61' -i it i $ � � � _ �. 0+ � i��fh�1 Ik r ry i ai':;' � . _ - '�: d � 0 01 'u Stx, >� e ` � � �� a y i � u I rs �' � F r d hi,fi � } ; '' R�i by h ,F a . a1n� "O� �rr� 0e 0 %� ah t Y'`lk'` _ ( - is : � ., . Ire' L , F = " r 4 „ • ‘ >. '� : ; � OY ' i 'i �Y 7 g g a i•• } ' z a I i h�; "01: - '"''' X44, r a s y NO' 7- :} wi : ,., 1 w(t4'On z ," mss � jar ° 3 (i s. . :n V. i 0 ,w w F ,� 0 !'^ �`' IIh ( i�tfik,Y i+ i n`8s �G��a " { a 3 0 „�. ^ Y s t 0� ` s , hU .�. i� 00 - -- a s s_ ir s i ( _.. 0? 13 RPRSKMDSO; Water Meter & Parts $100.00 $100.00 $0.00 Total: $100.00 0 � p, Y r,�„ i�. �, : T t a : ° r .'_ �" '� %wi ih lie = I nnk i01`� : 4 A�0ni' m �, a p t y : <}.a,%W"�, -Y ,W'7jV }ll) � � N Y u i w �i P a' -a Intl T * .. ; 3 t t r ' d k r i +� � 1 Ifl 9I � i h 2 4 "G A' G m 1 :: '.- } p _ „ �1 a ,61. I w " nom= ? z i" = r ,�,b m : ...7 * } e4' Y4 � ' `–` '-� Y t m i. .! l'ii � 0 a`.� "' >° - —''''.1.4:1004i''''' g - 6.I ' titi �ri i Ph`F F ii a011 i N sH ° . '' :' r ' a ; ' �..} a� 08 -0400 07/07/2008 Building Permit Fee $2,220.15 08 00113 08 -0400 07/07/2008 Fire Im pact $184.61 08 00113 08 -0400 07/07/2008 Hookup Fee /Sewer $1,000.00 08 00113 08 -0400 07/07/2008 Hookup Fee/Water $1,550.00 08 00113 08 -0400 07/07/2008 Mechanical Residential Fixtures $190.00 08 00113 08 -0400 07/07/2008 Park Im pact Fee $604.97 08 00113 08 -0400 07/07/2008 Permit - Electrical $160.00 08 00113 08 -0400 07/07/2008 Plan Check Fee $222.02 08 00113 08 -0400 07/07/2008 Police Impact Fee $158.11 08 00113 08 -0400 07/07/2008 Residential Plumbing Permit Fee $224.00 08 00113 08 -0478 03/06/2008 Street Im pact Fee $500.00 08 00113 08 -0400 07/07/2008 Street Im pact Fee $304.25 08 00113 08 -0400 07/07/2008 Water Meter & Parts $317.00 08 00113 op d 0 t `§ �*m$ x ff ' � e 0 5 ,� , � y 1 g, 4 at68 . �, Pk Op b' N s ym iiG'Y = =ry CHECK 3352 $ 1 00.00 Total $100.00 f i Nov 0 6 20(33 \ f Page 1 of 1 genpmtrreceipts ' REXBURG �� Ci ty of Rexburg Receipt Number: eP ,1 ac a } �. Department of Community Development '.r e : 19 E Main St. / Rexburg, ID. 83440 40 Phone (208) 359 -3020 / Fax (208) 359 -3024 4 P� i f -' .1 hPti°tkra iti ��N>I e 1 P Pte '. i , r' !!! PLV 7 'm 46 r al :''n4 � h r�, Yi I � is n - fi ii '� i6i �, � o :' ;Kn i -� " s . - a ' , h ' ��" � � � IL; �- '4'./.:* :.e YPi ) ri; i Pifi �bata P idl1l i �,_ r� o Hi ;11!I A ' IP r l , r l "' ,-� _ k, I i i, '4,1, I �- `� i - i i " h i � i n _ vy�,c ti i b' '� n _ roe i I (� 3 . 1 'I - i 4fl hP�i��11; -" ai i' �J Y ( zS &Y a fi r' y 3 m is 4 � � - *�I�� i ��,�` � ' 9 � � � � �+. lu ja i i vu n 6 ,� i IqD ( L ry _ fl! t, �ti '11 .. �: .. � r l �r�l��" ,:i r i fi 1 t' r '' si i Y _ ? ": �'' .:ii 08 00113 RPRSKMDSO: Mechanical Residential Fixtures $190.00 $190.00 $0.00 0800113 RPRSKMDSO: Building Permit Fee $2,220.15 $2,220.15 $0.00 0800113 RPRSKMDSO: Plan Check Fee $222.02 $222.02 $0.00 0800113 RPRSKMDSO: Residential Plumbing Permit Fee $224.00 $224.00 $0.00 08 00113 RPRSKM DSO: Fire Im pact $184.61 $184.61 $0.00 0800113 RPRSKMDSO: Hookup Fee /Sewer $1,000.00 $1,000.00 $0.00 08 00113 RPRSKMDSO; Hookup Fee/Water $1,550.00 $1,550.00 $0.00 08 00113 RPRSKMDSO: Park Im pact Fee $604.97 $604.97 $0.00 08 00113 RPRSKM DSO: Police Impact Fee $158.11 $158.11 $0.00 0800113 RPRSKMDSO: Street Impact Fee $804.25 $304.25 $500.00 08 00113 RPRSKM DSO: Water Meter & Parts $317.00 $317.00 $0.00 08 00113 RPRSKMDSO: Permit - Electrical $160.00 $160.00 $0.00 Total: $7,135.11 in 'i �iiiim e ie i �n - - P P " iiI i� r k y AKI p a 2 ' r _ _ ki'i�IP� o; ii ilho � _ ( IiYt . �„... 1 dt r C " z °, P' u �� 4i ' - Uu0 ,, ° r ti I I1 fi �i hi� - ,a .. of ' i ;rCr , " a �i Fti r it �t r 6 � �� i i i � i � � i�� i 1�� iii � iY 't ®'.k . 1 � >,,° . a u � ml�0?,,4 � '�� ', nr + 1? �. .. ,,1 , Iprri,f. ',,:., , :i„r.L CHECK 111 $ 7,135.11 Total $7,135.11 III w a il 8 2nlip genpmtrreceipts Page 1 of 1 RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Date: / Ma. C cf Building Permit Number: — Project: 5f A) ,,;f , vs Job Address: 4-3/Z_ .57 9 y Zoning: 1,0 R I Number of Stories: Basement:at No / Fin. Unfm. (Partial: sf) (Note unfinished basements as special condition on permit) Floor Area (sf): c 3) finished, / t / unfinished, 75/ garage The following comments based on the 2003 edition of the International Residential Code should be resolved before a building permit is issued. This correction list is not a building permit. The approval of plans and specifications does not permit the violation of any section of the International Residential Code or any federal, state or local regulations. PLAN CHECK A. / Plans V To Scale / Legible /Plot Plan Y / lood Plain Floor / Foundation Plan V"Section 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.) 7/ Truss Calculation Sheets & ✓Floor Joist Details Mechanical Design & Heat Load calc's G4nergy Calculations (R320 & Ch 11) B. Zonin: (circle one) LDR o 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) • C. jIse Single Family Duplex (Check zoning requirements for approval) D. Sy.t Backs (taken from eaves) / /Front set back (32 ft. from curb) . Note: 60% min of front yard green Rear 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.) 7Building-Height (maximum 30 ft.) E. F9otings ✓Proper S (as per Table 403.1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing) VRebar (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) /1/2" Anchor Bolts with 2 "x 2 "x 3/16" square washers (incl. interior bearing walls) R403.1.6.1 6 oundation Drainage (foundations on sift soil shall be designed per R405) X amp proofing /Waterproofing to finish grade. R406.1 (fnd. extends 6" min above grade R404.1.6) access of 18" x 24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.4) @r ace entilation/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 V" Grading slope away from house. R401.3 G. Seismic Hold Downs and Braced Wall Panels (8602.10) 4 loors joists sized as per R502.3, Wood I-joists sized per manufr. t I oists Under Load Bearing Partitions shall be doubled. R502.4 v/ Beams sized per R502.5 (refer to tables for engineered products) c antilevers (comply with R50233 or manufr instruction) i t III , or 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 'leaders in Bearing Wall shall be designed as per Tables 502.5(1 &2) R602.7 V oof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Rafter and Truss tie - downs. (R802.10.5) 'Attic Access 22" x 30" min. rough opening (R807) H. E xterior Coverin Maso nry an stucc shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1 I. . oof Covering and Ventilation V Roof Ventilation as per R806 Asphalt Shingles (slope >2:12) w/ ice protection. (Other type: to comply w/ R905. J. Jvlrewalls Garage /H ouse drywall separation (protect ext. walls & beams supporting habitable space) 11309.2 /Door from Garage to House (1 3/8" solid wood or steel door, or 20 min. fire -rated door) 11309.1 T i r rt1y'Dwelling Separation (1 hr fire separation) Supporting structure also rated. 11317.1 _ . es Townhouses (2 hr separation & 4' overburn protection or parapet) 11317.2 One Its parallel to and within 3 ft of property line w/ NO openings allowed. 11302 Peuetiations in previous 3 items to comply with 11317.3 K. General Requirements House Numbers 11321 ✓alf Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. 11303.3 Interior and exterior stair illumination shall comply p 1 with R303.6. B room Fixture clearances comply with Figure 11307.2 One room at least 120 sf.; Other habitable rooms 70 sf. min w/ a min. dimension of 7 ft. R304 *areas w/ sloped ceilings less than 5 ft in height & furred ceilings less than 7 ft DO NOT comply *50% or more of the required area must be at least 7ft high in rooms w/ sloped ceiling ✓ Egress clearance from window wells under cantilevered floors. R310.2 7-Glazing at Hazardous Locations R308 i Emergency Egress in all sleeping rooms and basements with habitable space R310 " One required Exit Door shall comply with R311.4 ' � 1/Landings at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3 air Rise / Run (7 3/4" max. rise & 10" min. tread, nosing req'd if <11") Stair Width (36" min), fairway Headroom (6' 8" min.) "Handrails (34 "to 38" above stair nosing)(R311.5) 'Spccial conditions for circular, spiral and winder stairways and bulkhead enclosures 12311.5.8 Stairway Protection (enclosed accessible space under stairs shall be covered with %2" drywall) 11311.2.2 Guardrails complying with R312 X noke Alarms each bedroom, outside bedrooms, s, and on each level and per NFPA 72) (R 313) L. Energy Homes with glazing < 15% of gross area of ext. walls < Townhouses 25% ) to comply w/ Chapter ( ) 1 pY ter 11. p *Otherwise shall meet requirements of IECC for respective building type. N1101.2 (see REScheck) 1/ Vapor retarder on warm in winter side of unventilated walls, ceilin g and floors. R318 'Water Heater heat traps IECC 504.7 i/Duct sealing and insulation N1103.3 &4 or IECC 503.3.3.3, 503.3.3.4.3 i Plans match quantities & values on a "passing" REScheck compliance report M. Mechanical Gas appliances not ces in bedrooms, bathrooms, toil pp toilet rooms, or storage closets G2406.2 Room 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 F lue chase on plans? (B -vents require insulation shield through insulated assemblies) G2426.4 • • INSPECTION TICKET ❑ Bldg. ❑ Plumb. Elect. ❑ Mech. ❑ Fire Inspection Request Rec'd By -' Date (41 2.1/ 0 e Req. By 1) AV"t V \ii,A-f a (S Phone No. 3 (0 ';2-1 el Project VYC° . (' VC • S 1 P Permit No. 113 Address 13 12 S tt ,2 Inspection Type fIh G'L4 Day/Time Req. of 21 TWOS d Ci I D . (03% Inspector's Report ei Res. ❑ Comm. 'fi rbvt r INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N IN /A INSP TOR'S ACTION dAPPROVED ❑ DISAPPROVED ❑ FINAL t C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: �. Signed lip , `ay. Inspector Rec't Acknowledged pi - Inspector's Copy White - ce Copy Yellow - lob Copy • T • INSPECTION TICKET ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request Rec'd By O Date &/2 Z /d 7 Req. By Dave W01-1-t1-1 Phone N 3b 0 - 3 Z ( I Project iAlq, S S f -- Permit N o . O - 1 Address 13 12r -- f o i .€ t 1- Inspection Type 1 'el e'(-4 C {C\ Day/Time Req. '/ Z3 T 14. S61 ci J (0 - i 0 ji Inspector's Report ❑ Res. ❑ Comm. f c�c( J4+5. ZV6` n p4 Cro:rL ? c. — \Gtn(&Ca C k 5 vcv1 tia 5Li eel. h L.rctii 1 Keec i s v_ Sf, 1 j AO J ,Q t : 6e r K To go e /:14,1L.--67,,..-Ii .. INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N ❑ N/A INSPECTOR'S ACTION ❑ APPROVED ISAPPROVED ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRE ► : � .t `, - _ Eff .. _ / . . e Signer J2 11: tAy ---� - Inspector Rec't Acknowledged While - Office Copy Yellow - lob Copy Pink - Inspector's Copy /c7/' /el A" • INSPECTION TICKET ❑ Bldg. Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request Rec'd By Date (t/2, Z J 0 I Req. By ‘a V€ vV 4 .S Phone No. 3 a ° 3 / L 1 '1 Project V - I- Permit No. t l 1 3 Address 13 (2 Sfal'1 6Q- Inspection Type fl 1/1.64 5 Day/Time Req. ( 2 � ?> � =' � (;' [ 0 Inspector's Report ❑ Res. ❑ Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N ❑ N/A INSPECTOR'S ACTION ❑ APPROVED ❑ DISAPPROVED ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: Signed Inspector Rec't Acknowledged White - Office Copy Yellow - Job Copy Pink - Inspector's Copy • INSPECTION TICKET • C3 Bldg. CI Plumb. LI Elect. )Z:i Mech. LI Fire )c Inspection Request: Rec'd By Date (.".■ Req. By \\ \it \ \ \CA \ 6AC itiiike‘No. 4 ,) L L Projeci '6\ C't 1 ileimit )49. Address V ) )\.2..., \ \\-`4 • \ k'( ' ) Inspection Type 1\\ Day /rime Req. [ VO. I nspector's Report 11 Res. Li comm. 114e-Gt.. 1-- Ole-- INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 Y ON ON/A INSPECTOR'S ACTION /APPROVED LI DISAPPROVED 0 FINAL 0 C.O. (FINAL) 0 NOT APPLICABLE DID NOT INSPECT ACTION REQUIRED: . itest... b • - Signed 4/ . Inspector Rec't Acknowledged While (nee Copy Yellow Job Copy Pink - Inspector's Copy F -FIR.0003 I NSPECTION TICKET • ❑ Bldg. ❑ Plumb. ❑ Eleci. Mech. ❑ Fire Inspection Request Rec'd By 17 Date (1/ 7 7 / Gt CI Req. By bO W Phone No. 3 0 - 3 L 1 4 1 Project "v O\ +f P' S `5 f ( Permit No. a 1 1 3 Address 1 3 1 2 s=1-0 - n Q. b IL Inspection Type (I f\ cry' (..1' JJ Day/Time Req. L' I / _ 23 1 A S G1 Ovt.I 10 - ( 0 7 Inspector's Report J Res. ❑ Comm. . �...r..... di III t..) crr, � 'nn (Ju ` .0 . ' , iLdkP__,. . . 8_,154,--L.,- __ `` .� �� - �„ iV a.12.-A- a. £ 4.. INS " CTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N ❑ N/ • ` INSPECTOR'S ACTION ❑ APPROVED DISAPPROV ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: .(ArN N.U, c a t l ' : \,z,' I [77`) 1 0 C., le ...MO -- 1 2 --- Sig aka ��-�■ Inspector Rec't Ac . ledged AI White - Office Co. _ Yellow - Job Copy ` Pink - Inspector's Copy • INSPECTION TICKE'Ili Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By 4 ,4 Date 1/6((/t / �s�lr. Req. By nr i ber tSo✓'\ ll 8 Phone No. ) 5(/ - Z24 Project g r"2 Permit No. 0 '' 00 113 Address ) 3 L Z 36k1.P , &v inspection Type P /isf/rL R'- /iiSpec-1 Day /Time Req. I/& 1 //i ) 0 a.. U CL.rvt_ - Inspector's Report 0 Res. CI comm. . i %.1/4...v Fr C.-...,t-k d riik.:, I Z L, ;__,, ( ( C JA, (_-, , k q- r,& C -e V —rcct ._ ' NO ^ T ,_ C , . E,., e.'y IA - v �y, , k i tA,nc e A. -iv.," • INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N L7 N/A INSPECTOR'S ACTION ❑ APPROVED „RI/IS D FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: r Signer, AIM o,. Inspector Rec't Acknowledged mile - OMice Copy *Now - Job Copy Pint - bapodoes Copy F- FIR -0003 I • • NSPECTION TICKET .3 (7 y,'<9 p Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request Rec'd By i Yl DU'Xlii i Date /`10/ // Req. By Au l'/1 /2CJ riralti Phone No. L s6 ,. k Project SFR- Permit No. G Address /3/ SUne- Inspection Type F //bi`�L /C- C1/1.5p? Day/Time Req. V/6/// 3: %p ' in Inspector's Report 0 Res. ❑ Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N ❑ N/A INSPECTOR'S ACTION APPROVED t �0 4ISAPPROVED ❑ FINAL / 06O. (FINAL) yjr OT APPLICABLE ❑ DID NOT INSPECT ACTT :. C� 4 sik 1 i l il Sign •d _ ∎ A Inspector Rec't cknowledged at White - Office Copy - Yellow - lob Copy Pink - Inspector's Copy Summit Truss To: OTE 211 W Industrial Park Rd St. Anthony, ID 83445 11, HOUSE ACCOUNT 70: tuber: 2287 (208) 624 -0333 Fax: (208) 624 -0336 Project: BLUE OX DEV. Block No: , Model: STONELEIGH Lot No: 08 O o 1 1 ct: Site: Office: Deliver To: ilk: JOE BLUE OX DEVELOPMENT Phone: STONELEIGH 1312 Stone Dr- Waters Fax: Tentative Delivery Date: REXBURG, ID Profile: Qty: Truss Id: Span: Truss Type: MP Pit. LOH ROH Height Bot. Pit. (1) 2 -Ply 10.00 AAfdi1 N 2 A 12 -00 -00 FINK 05 -04 -13 72 lbs. each 2 X 4 2 X 6 II 10.00 l/ 1 AG 12 -00 -00 GABLE 06 -07 -09 01 -06 -00 01 -06-00 52 lbs. each (1) 2 -Ply 10.00 / ' \ � 2 B 10 -00 -00 COMMON 04 -06 -13 41 lbs. each 2 X 4 2 X 6 10.00 Allill 1 BG 10 -00 -00 GABLE 05 -09 -09 01 -06 -00 01 -06 -00 41 lbs. each � AIli c 1 CG 12 -00 -00 GABLE 12.00 07 -10 -15 01-06-00 01-06-00 60 Ibs. each 12.00 8 D 22 -00 -00 ATTIC 12 -10 -15 01 -06-00 01 -06-00 � _ 1 ` - , 164 lbs. each 2 X 6 2 X 10 s. 12.00 AM 2 D1 22 -00 -00 ATTIC 12 -10 -15 01 -06 -00 ` - 161 lbs. each 2X62X10 (4) 2 -Ply 12.00 8 D2 22 -00 -00 ATTIC 12 -10-15 01 -06 -00 01 -06-00 -`, 164 lbs. each 2X62X10 e 12.00 1 DG 22 -00 -00 GABLE 12 -10 -15 01 -06-00 01 -06-00 ` )1,,, , 1671bs.each 2X62X10 12.00 1 E 12 -11 -00 CAMBER 08 -04 -07 01 -06-00 01 -06 -00 a i '. 72 lbs. each 2 X 4 2 X 6 10.00 / . , 12.00 ,;r�, 5 El 12 -11 -00 CAMBER 07-01-05 l 67 lbs. each 2 X 4 2 X 6 10.00 lagi 12.00 1 EG 12 -11 -00 GABLE 08 -04 -07 01 -06 -00 01 -06-00 , y 76 Ibs. each 2 X 4 2 X 6 10.00 10.00 Ad, h. 2 F 32 -00 -00 COMMON 13 -03 -09 01 -06-00 170 lbs. each (2) 2 -Ply 10.00 Al ` 4 Fl 32 -00 -00 COMMON 13-03-09 01- 06-00 170 lbs. each 10.00 5 FCAP 03 -10 -05 PIGGYBACK 02 -01 -10 /. . 13 lbs. each 10.00 4 1il11111Ii 1 FG 32 -00 -00 GABLE 13 -03 -09 01 -06 -00 214 lbs. each 10.00 j;� c �� 11 E 7-5- 6 G 20-07-00 SPECIAL 18-02-13 01-06-00 l`� """�� la I N 123 lbs. each 2X4 2X6 10.00 i t6► 10.00 3 G1 30 -00 -00 SPECIAL 18 -02 -13 01 -06-00 01 -06-00 I+u - G n�� 1601bs. each 2 X 4 2 X 6 10.00 .+� ,■L 10.00 17-11-04 G2 30 -00 -00 SPECIAL oa of 06 00 06. 196 Ibs. each C I1( 0 F ETEX ti fl G 0 10.00 Q ,D l S �' 3 G3 30 -00 -00 SPECIAL 18 -05 -07 01 -06-00 01 -06 -00 011.;, 195 Ibs. each 10.00 1111. 1 GG 20 -07 -00 GABLE 18 -02 -14 01 -06 -00 133 lbs. each 2 X 4 2 X 6 10.00 Summit Truss o: OT'E 211 W Industrial Park Rd St. Anthony, ID 83445 HOUSE ACCOUNT Jo . umber: 2287 (208) 624 -0333 Fax: (208) 624 -0336 Page: 2 Project: BLUE OX DEV. Block No: Date: 02/13/08 10:23:32 o el: STONELEIGH Lot No: act: Site: Office: Deliver To: Account No: 355548440 ame: JOE BLUE OX DEVELOPMENT Designer: MEM Phone: Salesperson: Mark Steiner STONELEIGH Quote Number: 2287 Fax: Tentative Delivery Date: REXBURG, ID P.O. Number: Profile: Qty: Truss Id: Span: Truss Type: THeiop.Pight t• LOH ROH Bot. Pit. 10.00 ei19ii. 1 GSG 30 -00 -00 GABLE 18 -05 -07 01 -06 -00 01 -06-00 �,�ik , 246 lbs. each Total Truss Price: $6,180.00 Misc. Items: $0.00 SUB - TOTAL: $6,180.00 Delivery: $75.00 Selling Price: $6,255.00 SALES TAX IS NOT INCLUDED IN PRICE SHOWN SPECIAL ORDER HANGERS NOT INCLUDED • III • • • 8 8 0 - 0 - 06 090 I c 11■ 0 1 . 1 . CD 111 11 92 II U N O 44 � � r 0 l ( c)a . o (c a , 0 0 0 'i. 111 II 1I • ' 11 I � II, . sass ini 760.4 MO= mom mow IOWA ..................s. 1. weema.m. ............... oweamt... Ilk: . us • pig ; 1 1 1 111 ®ll1 II �� W CI N MI 1111100 � CD 0 CD X - mw 6 li■ d O IA g O a N (. i r ›- N ■ J I, 0J 0 0 0 • Job Truss Qty PIy �f E OX DEVELOPMENT- STONELEIGH ill 1 2287 A FINK 1 2 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:34 2008 Page 1 4 -1 -8 6-0-0 8 -1 -8 12 -0 -0 4 -1 -8 1 -10 -8 2 -1 -8 3 -10 -8 488 11 srae- 1.26.2 3 /\ /2xd II 2xa II 2 10 . I 111111116. _, .11M111;: 7 8612 11 6 =: �— 6,8 , .2 646 O 4 -1 -8 8 -1 -8 j 12 -0 -0 4 -1 -8 4 -0 -0 3 -10 -8 Plate Offsets (X,`): 11:0 -3- 6,0-3- 01,15:0- 3- 6,0 -3- 01,16:0 -4 -0,0 -4-121 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.34 Vert(LL) -0.07 1 -7 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.63 Vert(TL) -0.11 1 -7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.02 5 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 146 Ib • LUMBER BRACING, TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5 -7 -3 oc purlins. BOT CHORD 2 X 6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 8 DF SS *Except* W1 2 X 4 HF Stud, W2 2 X 4 HF Stud REACTIONS (lb/size) 1= 5867/0 -5 -8, 5= 5905/0 -5 -8 Max Horz 1=- 156(load case 3) Max Upliftl— 1276(load case 5), 5=- 1284(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2_6532/1418, 2- 3=- 6278/1492, 3- 4.6402/1514, 4-5 =- 6656/1442 BOT CHORD 1- 7=- 1060/4846, 6-7 =- 685/3342, 5 -6 =- 1036/4934 WEBS 2- 7- 90/305, 3- 7=- 1067/4282, 3-6=- 1014/4066, 4- 6=- 88/313 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2413 Ib down and 531 Ib up at 4 -1 -8, and 2413 Ib down and 531 Ib up at 8 -1 -8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 2) 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 -3-0 oc. Webs connected as follows: 2 X 8 - 2 rows at 0-9-0 oc, 2 X 4 - 1 row at 0-9 -0 cc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s) 2413 Ib down and 531 Ib up at 4-1 -8, and 2413 Ib down and 531 Ib up at 8 -1 -8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7 -98; 90mph; h =2511; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 6) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1276 Ib uplift at joint 1 and 1284 Ib uplift at joint 5. 8) This truss is designed in accordance with the 2003 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Girder carries tie -in span(s): 32 -0-0 from 0-0-0 to 4-1 -8; 32 -0-0 from 8-1 -8 to 12 -0-0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s) 2413 Ib down and 531 Ib up at 4-1 -8, and 2413 Ib down and 531 Ib up at 8-1 -8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1-3=-86, 3- 5= -86, 1-7=-781(F=-765), 6- 7 = -16, 5- 6=- 781(F= -765) Concentrated Loads (Ib) • Vert: 7=-2413(F) 6=-2413(F) r i Job Truss ype E Qty Ply YJE OX DEVELOPMENT- STONELEIGH G ABL 2287 AG 1 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:34 2008 Page 1 -1 -6 -0 � 6 -0 -0 12 -0 -0 � 13 -6 -0 � • 1-6-0 6 -0 -0 6 -0 -0 1 -6 -0 s =,:ze.z 4 8 = 5 I1 i 1 1 s 4 10.00 12 8 2 II r a r r is 1.b d ..... iii. K...i........1....** ................. K.. .............4................. ' 1111111111111111111 11111111111111111111111 111111111111111111111111111111♦ 1 1 11 1111111111111 W••••••••••••••••••••••• 11111 .1.1.1.1.1.1 1 1 1 11111111111111 . 1 ... .......... 1 .V 1 .111111111111. .1111111 111111 , . V11.11.1.1.1.1.1.1.1 .1.1.1. ••••••••••••••••••••••••••• 1 11 1 11 1 1 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4x4 = 4x4 = 1 12 -0 -0 12 -0-0 Plate Offsets (X,Y): 12:0 -0 -0,0 -0-41, 18:0 -0 -0,0 -0-41 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udell Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 024 Vert(LL) -0.02 9 n/r 180 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.10 Vert(TL) -0.03 9 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 8 n/a n/a BCDL 8.0 Code IRC2003/TP12002 (Matrix) Weight: 53 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 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 HF Stud REACTIONS (Ib/size) 2= 313/12 -0-0, 8= 313/12 -0 -0, 12= 146/12 -0 -0, 13=219/12-0-0, 14=144/12-0-0, 11= 219/12 -0 -0, 10= 144/12 -0-0 Max Horz 2= 165(load case 4) Max Uplift2=- 81(load case 5), 8= - 1 08(load case 6), 13=- 119(load case 5), 14=- 42(load case 4), 11=- 117(load case 6), 10=- 42(load case 3) Max Grav2= 313(load case 1), 8= 313(load case 1), 12= 146(load case 1), 13= 227(load case 7), 14= 144(load case 1), 11= 227(load case 8), 10= 144(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/85, 2 -3 =- 131/103, 3-4= 92/89, 4-5=-96/129, 5-6=-96/114, 6 -7 =- 92/44, 7 -8=- 110/56, 8 -9 =0/85 BOT CHORD 2 -14 =- 17/166, 13-14=-17/166, 12- 13=- 17/166, 11- 12=- 17/166,10 -11= 17/166, 8-10 =- 17/166 WEBS 5-12 =- 119 /0, 4-13 =- 186 / 127, 3-14 =- 146/96, 6-11 =- 186/125, 7 -10 =- 146/96 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical lett and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind bads 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 requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at joint 2, 108 Ib uplift at joint 8, 119 lb uplift at joint 13, 42 Ib uplift at joint 14, 117 Ib uplift at joint 11 and 42 Ib uplift at joint 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • J ob Truss •ype Qty PyE OX DEVELOPMENT- STONELEIGH 2287 B COMMON 1 2 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:35 2008 Page 1 • 5 -0 -0 10-0-0 I I I 5 -0 -0 5 -0 -0 Scale =1.22.7 41S 11 2 1 1 .I 10.00 12 3 1 ' i : / 111 "'N il 1 .:1 ►-. OM 3x12 11 -, 3e ' 35 5 -0 -0 10 -0 -0 5 -0 -0 5 -0 -0 Plate Offsets (X, Y): [1:0 -1- 10,0 -1- 81,[3:0 -1- 10,0 -1 -81 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TOLL 35.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.05 1 -4 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.09 1 -4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.01 3 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 82 lb • LUMB ER B e a ' TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins. BOT CHORD 2 X 6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bradng. WEBS 2 X 4 HF Stud REACTIONS (Ib/size) 1= 3893/0 -5-8, 3= 3893/0 -5-8 Max Horz 1= 130(load case 4) Max Upliftl=- 855(load case 5), 3=- 855(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3668/832, 2 -3 =- 3668/832 BOT CHORD 1 -4 =- 580/2723, 3-4 =- 580/2723 WEBS 2- 4=- 916/4176 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 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9 -0 oc. 2) All Toads 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 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 Ib uplift at joint 1 and 855 Ib uplift at joint 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Girder carries tie -in span(s): 30 -0-0 from 0-0-0 to 10-0 -0 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1 -2= 86,2 -3= 86,1- 3=- 730(F= -714) III ci . Job Truss ype Qty Ply Yf;�E OX DEVELOPMENT- STONELEIGH 2287 BG GABLE 1 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:35 2008 Page 1 -1-6 -0 5 -0 -0 j 10 -0 -0 11 -6 -0 I • 1 -6 -0 5 -0 -0 5 -0 -0 1 -6 -0 4A= Seale-1:24.E 4 �1 11 2.4 II 3 5 0.00 12 } �_ 2 I I I i 6 L 6 : 2 3 34= 2x411 24II 24 II 3x4= 1 1 10 -0 -0 I 10 -0 -0 Plate Offsets (X,Y): 12:0-4-3,0-0-6], (6:0- 4- 3,0 -0 -61 LOADING (psf) SPACING 2 -0 -0 CSI 1 DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0.02 7 n/r 180 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.02 7 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 6 n/a n/a • BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 41 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 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 2X4HFStud REACTIONS (Ib/size) 2= 331 /10 -0 -0, 6= 331 /10 -0-0, 9= 138/10 -0-0, 10= 247/10 -0 -0, 8= 247/10 -0 -0 Max Horz 2= 139(load case 4) Max Uplift2=- 103(load case 5), 6=- 126(load case 6), 10=- 93(load case 5), 8— 91(Ioad case 6) Max Grav2= 331(load case 1), 6= 331(load case 1), 9= 138(load case 1), 10= 253(load case 7), 8= 253(load case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/85, 2- 3.125/90, 3-4 =- 96/111, 4-5=-96/95, 5-6 =- 125/56, 6- 7=0/85 BOT CHORD 2- 10=- 12/149, 9-10=-12/149, 8- 9=- 12/149, 6-8=- 12/149 WEBS 4- 9=- 106/0, 3- 10=- 220/141, 5-8 =- 220/139 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 2, 126 Ib uplift at joint 6, 93 Ib uplift at joint 10 and 91 Ib uplift at joint 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 410 1 i Job Truss ype Qty Ply YJE OX DEVELOPMENT- STONELEIGH 2287 CG GABLE 1 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:36 2008 Page 1 I -1 -6 -0 6 -0 -0 12 -0 -0 I 13 -6 -0 • 1 -6 -0 6 -0 -0 6 -0 -0 1 -6 -0 4w1 = Scale - 1:33.2 5 A/4 6 4 1200 12 3 a 2 :( Y 1 y Y 1 ': 8 k' � .1 i ; i ; i i n ve.W��A fre W � •••••• •....•. i :. •�• •1 ......��i 349 II 3x8 11 S 1 12 -0 -0 12 -0 -0 Plate Offsets (X,Y): (2:0- 3- 8,Edge), (8:0- 3- 8,Edge) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udell Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0.02 9 n/r 180 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.11 Vert(TL) -0.03 9 n/r 80 BCLL 0.0 Rep Stress !nor NO WB 0.10 Horz(TL) 0.00 8 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 61 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2X4HFStud WEDGE Left: 2 X 4 SPF 1650F 1.5E, Right: 2 X 4 SPF 1650F 1.5E REACTIONS (lb/size) 2= 327/12 -0-0, 8= 327/12 -0 -0, 12= 131/12 -0-0, 13=219/12-0-0, 14=139/12-0-0, 11= 219/12 -0-0, 10= 139/12 -0-0 Max Horz 2=- 204(load case 3) Max Uplift2=- 91(load case 3), 8=- 55(load case 4), 13=- 140(load case 5), 14=- 85(load case 5), 11=- 137(load case 6), 10=- 82(load case 6) Max Grav2= 327(load case 1), 8= 327(load rasa 1), 12= 144(load case 6), 13= 227(load case 7), 14= 139(load case 7), 11= 227(load case 8), 10= 139(load case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/87, 2- 3=- 184/124, 3-4=-106/100, 4-5 =- 109/141, 5- 6.109/120, 6- 7.106/55, 7 -8 =- 137/76, 8-9 =0/87 BOT CHORD 2- 14=- 25/215, 13-14=-25/215, 12- 13=- 25/215, 11 -12 =- 25/215, 10- 11=- 25/215, 8 -10 =- 25/215 WEBS 5 -12 =- 122 /0, 4 -13 =- 185/ 148, 3 -14 =- 144/144, 6-11 =- 185/146, 7 -10 =- 144/142 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of 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 bads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 2, 55 Ib uplift at joint 8, 140 Ib uplift at joint 13, 85 Ib uplift at joint 14, 137 Ib uplift at joint 11 and 82 Ib uplift at joint 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job Truss Type Qty Ply Y JE OX DEVELOPMENT- STONELEIGH 2287 D ATTIC 8 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:37 2008 Page 1 - 1 -6 -0� . 2 -2 -14 I 3 -10 -4� 9 -0 -15 11 - -0 1 12 -11 -1 18 -1 -12 X 19 -9 -2� 22 -0 -0 X 23 -6 -0 411! 1 1 -6 -0 2 -2 - 1 -7 -6 5-2-11 1 -11 -1 -11 -1 5 -2 -11 1 -7 -6 2 -2 -14 1 -6 -0 Scale =1:54.8 6 6 3� —' 2 12.001 3 6 II 3� 11 6 4 ■ 56/ ■ L 5 ,8O • 3'� I � XI ,4 -0-0 2r 1 1 ,. r 1 599 14 13 18 5,13 em= e.,2= fim= 2 -2 -14 �3 -10 -4 18 -1 -12 19 -9 -2� 22 -0 -0 2 -2 -14 1 -7 -6 14 -3 -8 1 -7 -6 2 -2 -14 Plate Offsets (X,Y): (2:0-2-8,0-2-81,110:0-2-8,0-2-81, (12:0-3-8,0-4-121,114:0-3-8,0-4-121 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udell Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.68 12 -14 >379 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -1.14 12 -14 >227 180 BCLL 0.0 Rep Stress 'nor YES WB 0.29 Horz(TL) 0.01 10 rVa n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 164 Ib • LUMBER BRACING T CHORD 2 X 6 DF 2400E 2.OE *Except* TOP CHORD Structural wood sheathing directly applied or 1 -7 -8 oc purlins. T1 2 X 4 SPF 1650F 1.5E, T1 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 4 -8-10 oc bradng. BOT CHORD 2 X 10 DF SS JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SPF 1650F 1.5E *Except* W4 2 X 4 HF Stud, W4 2 X 4 HF Stud, W2 2 X 4 HF Stud REACTIONS (Ib /size) 2= 2042/0 -5 -8, 10= 2042/0 -5-8 Max Horz 2=- 350(load case 3) Max Uplitt2=- 109(load case 5), 10=-109(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 0/102, 2-3=-2460/7, 3-4 =- 2456/22, 4 -5 =- 1287/172, 5-6 =- 33/602, 6- 7=- 34/602, 7 -8 =- 1287/172, 8-9=-2456/21, 9-10 =- 2460/6, 10 -11 =0/102 BOT CHORD 2- 14= 0/1618, 13- 14= 0/1133, 12 -13 -0/1133, 10- 12= 0/1618 WEBS 5- 15=- 1963/184, 7 -15 =- 1963/184, 4 -14 =0 /1763, 8-12= 0/1763, 3-14 =- 862/49, 9 -12 =- 862/51, 6-15 =0/76 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25tt; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (5.0 psf) on member(s). 4-5, 7 -8, 5-15, 7 -15 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12 -14 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 109 Ib uplift at joint 2 and 109 Ib uplift at joint 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job Truss ype Qty Ply Y E OX DEVELOPMENT- STONELEIGH iii 2267 D1 ATTIC 2 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:1538 2008 Page 1 2 -2 -14 3 -10 -4 9 -0 -15 11 -0 0 12 11 -1 18 1 -12 � 19 -9 -2 , 22 -0 -0 X 23 -6 -0� 2 -2 -14 1 -7 -6 5 -2 -11 1-11-1 1-11-1 5 2 -11 1 -7 -6 2 -2 -14 1 -6 -0 628= Stale-154 8 s ,' l,1■r■n� • ,, 3�8 — — ,1f1 , 36 8 rJ��<1 2x4 II 12.00 12 329 II 3/8 II 3 7 561 FA ■ ■ 1 8 • 7iAL ,011 L__....... 9 ,,,,,,, or miliniimii m iiiiiimiiiih r, ‘1 IQ/ 13 12 11 21 10 5x86 518 8,8 = 8212 = 818 = 2 -2 -14 3 -10 -4 18 -1 -12 19 -9 -2 � 22 -0 -0 2 -2 -14 1 -7 -6 14 -3 -8 1 -7 -6 2 -2 -14 Plate Offsets (X,Y): (1:0- 2- 8,Edge1,19:0- 2- 8,0 -2- 81,111:0 -3- 8,0-4- 121, [13:0.3 -8,0 -4 -121 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.95 Vert(LL) - 0.69 11 -13 >375 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -1.15 11 -13 >225 180 BOLL 0.0 Rep Stress Incr YES WB 029 Horz(TL) 0.01 9 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 162 Ib • LUMBER BRACING TOP CHORD 2 X 6 DF 2400F 2.0E *Except* TOP CHORD Structural wood sheathing directly applied. T1 2 X 4 SPF 1650F 1.5E, T3 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 4 -7 -15 oc bracing. BOT CHORD 2 X 10 DF SS JOINTS 1 Brace at Jt(s):14 WEBS 2 X 4 SPF 1650F 1.5E *Except* W4 2 X 4 HF Stud, W4 2 X 4 HF Stud, W2 2 X 4 HF Stud REACTIONS (Ib/size) 1 =1878/0 -5-8, 9= 2049/0 -5-8 Max Horz 1=- 375(load case 3) Max Upliftl _ 13(Ioad case 5), 9=- 111(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 2486/13, 2 -3 =- 2486/29, 3-4=-1292/173, 4-5 =- 42/610, 5-6 =- 35/603, 6 -7 =- 1294/179, 7 -8 =- 2475/41, 8-9=-2478/25, 9-10 =0/102 BOT CHORD 1- 13= 0/1639, 12 -13= 0/1141, 11 -12 -0/1141, 9-11= 0/1630 WEBS 4 -14 =- 1982/204, 6 -14 =- 1982/204, 3 -13 =0/ 1770, 7 -11 =0 /1781, 2 -13 =- 885/73, 8 -11 =- 868/52, 5 -14 =0/77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (5.0 psf) on member(s). 3-4, 6 -7, 4-14, 6 -14 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11 -13 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift at joint 1 and 111 Ib uplift at joint 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard III Job Truss ype Qty Ply Y 41111 5 - 11 E OX DEVELOPMENT- STONELEIGH 2287 02 ATTIC 4 Job Reference (optional) 3x4 Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 2810:15:38 2008 Page 1 iii 1 - 2 - - � 1 -6 -0 2 -2 -14 1 -7 -6 3 -10-4I 5 -2 -11 9 -0 -15 ) 11 -0 -0 � 5/8= 6 AilL3x4= 12 -11 -1 18-1- 19-9-2 22 -0 -0 ,23-6-0, 1 -11 -1 1 -11 -1 1 -7 -6 2 -2 -14 1 -6 0 Seale - 1:54.8 5 rJl\ 2x4 II 1200 t2 li 3/6 II 3,6 II /11111 8 56 // 4 1 56 9 3 • 14-0 .I. 0 2 r_-r r r IF lO F.S4 9,4 11 1 14 12 8,8= 6x1x1 2 = 848 = I � 2 -2 -14 I 3 - 10 -4 18 -1 -12 { 19 -9 -2 22 -0 -0 � 2 -2 -14 1 -7 -6 14 -3 -8 1 -7 -6 2 -2 -14 Plate Offsets (X,Y): [2:0- 2- 8,0-2- 81,[10:0 -2- 8,0-2- 81,[12:0 -3- 8,0-4- 121,[14:0 -3-8,0 -4-121 LOADING (psf) SPACING 1 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.87 Vert(LL) - 0,55 12 -14 >474 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.87 12 -14 >299 180 BCLL 0.0 Rep Stress !nor NO WB 0.23 Horz(TL) 0.01 10 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 328 Ib • LUMBER BRACING TOP CHORD 2 X 6 DF 2400F 2.0E *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T1 2 X 4 SPF 1650F 1.5E, T1 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. BOT CHORD 2 X 10 OF SS JOINTS 1 Brace at Jt(s):15 WEBS 2 X 4 SPF 1650F 1.5E "Except* W4 2 X 4 HF Stud, W4 2 X 4 HF Stud, W2 2 X 4 HF Stud REACTIONS (lb /size) 2= 3347/0 -5 -8, 10= 3347/0 -5 -8 Max Horz 2=- 175(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 0/152, 2-3=-3790/0, 3- 4.3796/0, 4- 5=- 1928/0, 5- 6= 0/880, 6- 7= 0/880, 7 -8 =- 1928/0, 8-9 =- 3796/0, 9-10=-3790/0, 10 -11 =0/152 BOT CHORD 2- 14= 0/2500, 13- 14= 0/1731, 12- 13= 0/1731, 10- 12= 0/2500 WEBS 5 -15 =- 3013/0, 7 -15 =- 3013 /0, 4 -14=0/ 2610, 8 -12 =0/ 2610, 3-14 =- 1366/0, 9-12=-1366/0, 6 -15 =0/133 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, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 10 - 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 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4 -5, 7 -8, 5-15, 7 -15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12 -14 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 2-14=-120(F=-112), 12-14=-170(F=-112), 10-12=-120(F=-112), 1-4=-129(F=-86), 4-5=-134(F=-86), 5-6=-129(F=-86), 129(F=- 86),6- 7=- 129(F = -86), 7-8=-134(F=-86), 8- 11=- 129(F = -86), 5- 7=- 21(F = -16) 2) IBC BC Live: Lumber Increase =1.25, Plate Increase =125 Uniform Loads (plf) Vert: 2- 10= -50(F- 32), 1-4=-24(F=-16), 4-5=-29(F=-16), 5-6=-24(F=-16), 6- 7=- 24(F = -16), 7- 8=- 29(F = -16), 8-11=-24(F=-16), 5-7=-21(F=-16) 3) MWFRS Wind Left: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) ill Vert: 2- 14=- 37(F = -32), 12- 14=- 43(F = -32), 10- 12=- 37(F = -32), 1- 2=- 13(F = -16), 2- 4=- 23(F = -16), 4-5=-26(F=-16), 5- 6=- 23(F = -16), 6-7=-7(F=-16), 7- 8=- 10(F = -16), 8- 10=- 7(F = -16), 10-11=- 10(F = -16), 5-7=-19(F=-16) Horz: 1 -2 = -8, 2 -6 =2, 6- 10=14, 10-11 =10 4) MWFRS Wind Right: Lumber Increase =1.33, Plate Increase =1.33 Continued on page 2 • Job Truss ype Qty Pty YJE OX DEVELOPMENT- STONELEIGH 2287 D2 ATTIC 4 2 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 S Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:38 2008 Page 2 • LOAD CASE(S) Standard Uniform Loads (p11) Vert:2- 14=- 37(F = -32), 12- 14=- 43(F = -32), 10- 12=- 37(F = -32), 1- 2=- 10(F= -16), 2- 4=- 7(F = -16), 4-5=-10(F-16), 5- 6=- 7(F = -16), 6- 7=- 23(F = -16), 7- 8= -26(F- 16), 8- 10=- 23(F = -16), 10-11=-13(F.-16), 5-7-19(F=-16) Horz: 1- 2 = -10, 2- 6 = -14, 6- 10 = -2, 10 -11 =8 5) MWFRS 1st Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 2- 14= -37(F_ 32), 12- 14=- 43(F = -32), 10- 12=- 37(F = -32), 1- 2= 8(F = -16), 2- 4= 0(F = -16), 4- 5=- 3(F = -16), 5- 6= 0(F = -16), 6- 7=- 9(F = -16), 7- 8=- 12(F = -16), 8-10=-9(F=-16), 10- 11=- 12(F = -16), 5- 7=- 19(F = -16) Horz: 1- 2 = -29, 2- 6 = -21, 6- 10 =12, 10 -11 =9 6) MWFRS 2nd Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 2- 14=- 37(F = -32), 12- 14=- 43(F = -32), 10-12=-37(F=-32), 1- 2= -12(F- 16), 2- 4=- 9(F = -16), 4- 5=- 12(F = -16), 5-6=-9(F=-16), 6- 7= 0(F = -16), 7-8=-3(F=-16), 8.10= 0(F = -16), 10- 11= 8(F = -16), 5- 7=- 19(F = -16) Horz: 1 -2. 9, 2- 6 = -12, 6-10=21, 10 -11 =29 7) Attic Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 2- 14=- 120(F= -112), 12- 14=- 170(F= -112), 10- 12=- 120(F= 112), 1-4=-24(F=-16), 4-5-29(F-16), 5- 6=- 24(F = -16), 6-7=-24(F=-16), 7-8-29(F=-16), 8.11=- 24(F = -16), 5-7=-21(F=-16) 8) 1st unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 2- 14=- 120(F= -112), 12-14=-170(F=-112), 10-12=-120(F-112), 1-4=-129(F=-86), 4- 5=- 134(F = -86), 5-6=-129(F=-86), 6- 7=- 94(F = -86), 7-8=-99(F-86), 8-11=-94(F=-86), 5- 7=- 21(F = -16) 9) 2nd unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert:2- 14=- 120(F= -112), 12- 14=- 170(F= -112), 10-12=-120(F-112), 1-4=-94(F=-86), 4-5-99(F-86), 5- 6=- 94(F= -86), 6-7=-129(F=-86), 7- 8=- 134(F = -86), 8- 11=- 129(F_ 86), 5- 7=- 21(F = -16) • • 4 Job Truss ype ON Ply E OX DEVELOPMENT- STONELEIGH 2287 DG GABLE 1 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:40 2008 Page 1 • �- 1 -6 -0� 2 -2 -14 �3 -10 -4� 9 -0 -15 � 11 -0 -0 X 12 -11 -1 � 18 -1 -12 X 19 -9 -2� 22 -0 -0 X 23 -6 -0� 1 -6 -0 2 -2 -14 1 -7 -6 5 -2 -11 1 -11 -1 1 -11 -1 5 -2 -11 1 -7 -6 2 -2 -14 1 -6 -0 6>8 = scue41:54.8 8 3�b — 11� 5 " ,3,8 7 IJ��L\ 12.00 12 294 II 318 II 284 II N 3x8 II 4 ' 8 ak / ■ 2x4 II ■■ • 34, ■■ w #.g 14 -0-0 1 5 832 14 13 12 �.....1\10 11 848= 8412= 8,23= 5x80 � 2 -2 -14 1 3 -10 -4 18 -1 -12 1 19-9-2 1 22-0-0 2 -2 -14 1 -7 -6 14 -3 -8 1 -7 -6 2 -2 -14 Plate Offsets (X,Y): 12:0 -2- 8,0-2- 81,110:0 -2- 8,0-2- 81,112:0- 3-8,0- 4 - 121,114:0- 3 -8,0 -4 -121 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.68 12 -14 >379 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.83 Vert(TL) - 1.14 12 -14 >227 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 10 rVa n/a • BCDL 8.0 Code IRC2003/TP12002 (Matrix) Weight: 168 Ib LUMBER BRACING TOP CHORD 2 X 6 DF 2400F 2.0E *Except' TOP CHORD Structural wood sheathing directly applied or 1 -7 -8 oc puffins. T1 2 X 4 SPF 1650F 1.5E, T1 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 4 -8-10 oc bracing. BOT CHORD 2 X 10 DF SS JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SPF 1650F 1.5E *Except* W4 2 X 4 HF Stud, W4 2 X 4 HF Stud, W2 2 X 4 HF Stud OTHERS 2X4HFStud REACTIONS (Ib/size) 2 =204210 -5-8, 10 =2042/0 -5-8 Max Horz 2 =- 350(load case 3) Max Uplift2=- 109(load case 5), 10=- 109(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 0/102, 2-3=-2460f7, 3-4 =- 2456/22, 4 -5=- 1287 /172, 5-6 =- 33/602, 6-7=-34/602, 7-8=-1287/172, 8-9=-2456/21, 9-10 =- 2460/6, 10-11 =0/102 BOT CHORD 2 -14 =0/1618, 13-14 =0/1133, 12-13=0/1133, 10-12 =0/1618 WEBS 5 -15 =- 1963/184, 7 -15 =- 1963/184, 4 -14 =0/1763, 8-12 =0/1763, 3 -14 =- 862/49, 9 -12 =- 862/51, 6-15 =0[76 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detair 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Gable studs spaced at 2 -0-0 oc. 6) Ceiling dead load (5.0 psf) on member(s). 4 -5, 7 -8, 5-15, 7 -15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12 -14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 2 and 109 Ib uplift at joint 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • • • Job Truss •ype Qty Ply E OX DEVELOPMENT- STONELEIGH 2287 E CAMBER 1 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:40 2008 Page 1 -1 -6 0 3 -5 -8 6 -5 -8 9 -5 -8 12 -11 -0 , 14 -5 -0 , 1 -6 -0 3 -5 -8 3 -0 -0 3 -0 -0 3 -5 -8 1 -6 -0 Seale -1:35 5 4,5 11 s 11 zaii zxeu a s n 1z.00 1z .� c. m 11 51x2 51x12 = = 34' 3x4 3xs /i 344 8 2 / 10.00 12 J \ In 8x20 M120H'i „ b WO UMW: 1 3 -5 -8 9 -5 -8 12 -11 -0 3 -5 -8 6 -0 -0 3 -5 -8 Plate Offsets (X,Y): [2:0 6 13,0 4- 3),[2:2 -3- 1,0-1- 81,[8:0 -6- 13,0 -4- 3),[8:2- 3- 1,0 -1 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdef 1 Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.30 Vert(LL) - 0.12 10-11 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.31 Vert(TL) - 0.23 10-11 >644 180 MT2OH 148/108 BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(TL) 0.25 8 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 72 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5 -7 -6 oc purlins. BOT CHORD 2 X 6 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. B2 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 HF Stud SLIDER Left 2 X 4 SPF 1650F 1.5E 3 -8-12, Right 2 X 4 SPF 1650F 1.5E 3-8 -12 REACTIONS (Ib/size) 2= 792/0 -5-8, 8= 792/0 -5-8 Max Horz 2= 218(load case 4) Max Uplift2=- 179(load case 5), 8=- 179(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/93, 2 -3 =- 1747/105, 3-4=- 1549/119, 4 -5 =- 1459/306, 5-6 =- 1459/155, 6 -7 =- 1549/47, 7 -8 =- 1747/34, 8 -9 =0/93 BOT CHORD 2 -11 =- 257 /1327, 10 -11 =- 37/445, 8 -10= 0/1327 WEBS 4-11 =- 32/226, 5-11=-306/1001, 5-10 =- 36/1001, 6- 10=- 62/334 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 2 and 179 Ib uplift at joint 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job Truss •ype Qty Ply YJE OX DEVELOPMENT- STONELEIGH 2287 E1 CAMBER 5 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:41 2008 Page 1 3 -5 -8 6 -5 -8 9 -5 -8 12 -11 -0 • 3 -5 -8 3 -0 -0 3 -0 -0 3 -5 -8 sus= sue- 1:33.4 4 I■ 4h L 4 , * 3 ,� s x1z= sx1 = \s„ . 3x 7 3x4 3d /i / 34 , 0.0012 ►, 8,20 Mr20H /i 8x20 MPNH�� 3 -5 -8 9 -5 -8 12 -11 -0 3 -5 -8 6 -0 -0 3 -5 -8 Plate Offsets (X,Y): 11:0 -6- 15,0 -4- 01,11:2- 3 -3,0 -1 -111, 17:0 -6- 12,0 -4- 41, 17:2- 3- 0,0 -1 -81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.32 Vert(LL) - 0.13 8-9 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.27 Vert(TL) - 0.25 8-9 >601 180 MT2OH 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 028 7 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 67 lb a l LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP GI-IORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD 2 X 6 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. B2 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 HF Stud SLIDER Left 2 X 4 SPF 1650F 1.5E 3 -8-12, Right 2 X 4 SPF 1650F 1.5E 3 -8-12 REACTIONS (Ib/size) 1 =629/0 -5-8, 7 =629/0 -5 -8 Max Horz 1=- 211(load case 3) Max Upliftl=- 88(load case 6), 7=- 88(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 1897/284, 2-3=-1722/300, 3-4 =- 1629/488, 4-5 =- 1629/272, 5-6=-1722/178, 6-7 =- 1897/166 BOT CHORD 1- 9=- 374/1496, 8-9=-80/483, 7- 8= 85/1496 WEBS 3-9 =- 37/216, 4-9=-424/1147, 4-8=-180/1147, 5-8 =- 76/291 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL=4.8pst; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1 and 88 Ib uplift at joint 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job Truss Qty Ply YCJE OX DEVELOPMENT- STONELEIGH 2287 EG GABLE 1 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:42 2008 Page 1 � -1 -6 -0 � 3 -5 -8 6 -5 -8 9 -5 -8 12 -11 -0 � 14 -5 -0 � • 1 -6 -0 3-5-8 3-0-0 3 -0 -0 3 -5 -8 1 -6 -0 Scale =1:36.' 4,6 II s 11 z.4 ii zw ii d 12.00 12 i i 2x4 II x1 �� ii se = �3wt/ �// Szl2= � 6 � 4 3w 2 / 1000 12 3z4 \\ \ 1r b =, 6X20 !MOH: 9/ I_� I♦/ 9 6X20 M12099: 1 3 -5 -8 9 -5 -8 12 -11 -0 3 -5 -8 6 -0 -0 3 -5 -8 Plate Offsets (X,Y): 12:2- 3- 0,0 -1- 81,12:0.6- 12,0 -4- 41,15:0 -2 -0,0 -0-01, 18:0-6- 12,0- 4- 41,F8:2- 3- 0,0 -1 -81 LOADING (pst) SPACING 2 -0-0 CSI DEFL in (oc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.30 Vert(LL) - 0.11 10-11 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.31 Vert(TL) - 0.23 10-11 >644 180 MT2OH 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.25 8 n/a n/a BCDL 8.0 Code IRC2003/TP12002 (Matrix) Weight: 76 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5 -7 -7 oc purlins. BOT CHORD 2 X 6 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. B2 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 HF Slud OTHERS 2 X 4 HF Stud SLIDER Lett 2 X 4 SPF 1650F 1.5E 3 -8 -12, Right 2 X 4 SPF 1650F 1.5E 3-8-12 REACTIONS (Ib/size) 2=792/0-5-8, 8= 792/0 -5-8 Max Horz 2= 218(Ioad case 4) Max Uplift2=- 179(load case 5), 8. 179(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/93, 2 -3 =- 1746/105, 3 -4 =- 1549/119, 4-5=-1458/306, 5-6 =- 1458/155, 6 -7 =- 1548/47, 7 -8 =- 1746/34, 8 -9 =0/93 BOT CHORD 2 -11 =- 257/1327, 10 -11 =- 37/445, 8- 10= 0/1327 WEBS 4- 11=- 32/226, 5-11=306 /1000, 5-10 =- 36/1000, 6- 10=- 62/334 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25th TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind Toads 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 Toad nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 2 -0 -0 oc. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 2 and 179 Ib uplift at joint 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard III Job Truss ype CRY Ply Y E OX DEVELOPMENT- STONELEIGH 2287 F COMMON 2 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:42 2008 Page 1 1 - 1 -6 -0 7 -1 -15 14 -0 -0 19 -1 -7 25 -11 -8 32 -0 -0 • 1-6-0 7 -1 -15 6 -10 -1 S� /. 5 -1 -7 6 -10 -1 6 -0 -8 Scale - 1:5].2 s,6.. s .M.1 _ s 1p 10.00 . N 5x2 /i !j O 4 . 8 3 4 m 3212 0 9 / 10 244 11 344 = 344 = 348 = 3,6 = 3x4 11 7 -1 -15 14 -0 -0 19 -1 -7 25 -11 -8 32 -0 -0 7 -1 -15 6 -10 -1 5 -1 -7 6 -10 -1 6 -0 -8 Plate Offsets (X,Y): f2:0- 1- 3,Edgel, (4:0-3-4,0-3-01,15:0-6-4,0-5-81, (6:Edge,0 - - LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0.08 2 -15 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.18 2 -15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.06 10 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 171 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E *Except* TOP CHORD Structural wood sheathing directly applied or 4 -0-4 oc purlins, except end verticals, and T3 2 X 6 SPF No.2 2 -0-0 oc purlins (6-0 -0 max.): 5-6. 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 HF Stud *Except* WEBS 1 Row at midpt 3-14, 5-12, 8-12 W22X4 SPF 1650F1. 5E, W12X4 SPF 1650F1 .5E,W22X4 SPF 1650F1.5E W6 2 X 6 SPF No.2 REACTIONS (Ib/size) 2= 1770/0 -5-8, 10= 1604/Mechanical Max Horz 2= 413(load case 4) Max Uplitt2=- 318(load case 5), 10=- 213(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 0/89, 2 -3 =- 2172/271, 3-4= -1601/ 270, 4 -5 =- 1582 / 312, 5-6 =- 1070/333, 6 -7 =- 1384 / 307, 7 -8 =- 1569/ 269, 8-9 =- 1864/262, 9-10 =- 1553/237 BOT CHORD 2-15=-332/1501, 14-15=-332/1501, 13-14=-208/1087, 12- 13=- 208/1087, 11- 12=- 83/1314, 10- 11=- 90/248 WEBS 3-15= 0/282, 3 -14=- 559/293, 5-14 = - 133/445, 5 -12 =- 292/228, 6-12 = - 117/394, 8 -12 =- 361/263, 8 -11 =- 123/126, 9-11 =- 54/1088 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25tt; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 Ib uplift at joint 2 and 213 Ib uplift at joint 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard • Job Truss ype Oly Pty �1 E OX DEVELOPMENT- STONELEIGH 2287 F1 COMMON 2 2 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:43 2008 Page 1 - 1 -6 -0� 7 -1 -15 14 -0 -0 19 -1 -7 25 -11 -8 32 -0 -0 • 1 -6 -0 7 -1 -15 6 -10 -1 5 -1 -7 6 -10 -1 6 -0 -8 8,19 �. Sde -1 57.2 6,5.• 10.00 1z 3O sz2i 7 j 3>5 0 8 3 4 �+ 4I 1i . d 302.. � 9 z a / :,.., = 15 14 [ 3 12 11 10 2>4 11 3.4 = 3>4 = 3 = 35 = 3.4 11 7 -1 -15 14 -0 -0 19 -1 -7 25 -11 -8 32 -0 -0 7 -1 -15 6 -10 -1 5 -1 -7 6 -10 -1 6 -0 -8 Plate Offsets (X,Y): (2:0.0- 4,Edge),14:0- 4- 0,0 -3- 0),(5:0- 6- 8,0- 5- 01,(6:Edge,0 -3 -8) LOADING (psf) SPACING 1 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.06 2 -15 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.14 2 -15 >999 180 BCLL 0.0 Rep Stress !nor NO WB 0.32 Horz(TL) 0.05 10 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 341 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and T3 2 X 6 SPF No.2 2 -0 -0 oc purlins (6 - max.): 5-6. 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 HF Stud *Except* WEBS 1 Row at midpt 5-12 W22X4 SPF 1650F1. 5E, W12X4 SPF 1650F1 .5E,W22X4 SPF 1650F1.5E W62X6SPFNo.2 REACTIONS (lb/size) 2= 2655/0 -5-8, 10= 2406/Mechanical Max Horz 2= 207(load case 4) Max Uplift2=- 241(load case 5),10=- 157(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 21/134, 2 -3 =- 3258/234, 3 -4 =- 2402/218, 4-5 =- 2373/215, 5 -6 =- 1605/197, 6-7 =- 2076/183, 7 -8 =- 2354/218, 8 -9 =- 2796/206, 9-10 =- 2329/211 BOT CHORD 2 -15 =- 294/2251, 14 -15 =- 294/2251, 13 -14. 201/1630, 12- 13=- 201/1630, 11 -12 =126/1972, 10- 11=- 55/372 WEBS 3- 15= 0/276, 3 -14 =- 834/154, 5- 14= 0/665, 5-12-189/106, 6-12= 0/553, 8-12 =- 510/138, 8-11=-184/167, 9 -11.- 120/1633 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, 2 X 6 - 2 rows at 0 -9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to 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 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical lett 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 Ib uplift at joint 2 and 157 Ib uplift at joint 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard 1) Regular; Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1- 5=- 129(F = -86), 5-6=-129(F=-86), 6-9=-129(F=-86), 2- 10=- 24(F = -16) 2) IBC BC Live: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -5= 52(F = -44), 5-6=-52(F=-44), 6-9.-52(F.-44), 2-10.-34(F=-16) 0 3) MWFRS Wnd Left: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2 =28(F= 25),2- 5 =19(F= 25),5- 6 =45(F= 25),6- 9 =34(F= 25),2- 10=- 21(F = -16) Horz: 1 -2 = -8, 2 -5 =2, 6 -9 =14, 9 -10 =13 4) MWFRS Wnd Right: Lumber Increase =1.33, Plate Increase =1.33 Continued on page 2 • Job Truss •ype Qty Pty �f E OX DEVELOPMENT- STONELEIGH 2287 F1 COMMON 2 2 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:43 2008 Page 2 • L CASE(S) Standard Uniform Loads (plf) Vert: 1- 2= 31(F =25), 2- 5= 34(F =25), 5- 6= 45(F =25), 6- 9= 19(F =25), 2- 10=- 21(F = -16) Horz: 1- 2 = -10, 2- 5 = -14, 6-9.-2, 9- 10 = -10 5) MWFRS 1st Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1.2 =43(F= 19),2- 5 =35(F =19),5- 6 =26(F= 19),6- 9 =26(F= 19),2- 10=- 21(F = -16) Horz: 1- 2 =-29, 2 -5.21, 6 -9 =12, 9 -10 =11 6) MWFRS 2nd Wind Parallel: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=23(F=19), 2-5=26(F=19), 5-6=26(F=19), 6-9=35(F=19), 2-10=-21(F=-16) Horz: 1 -2 = -9, 2- 5 = -12, 6 -9 =21, 9 -10 =11 7) 1st unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1-5.-129(F.-86), 5-6=-129(F.-86), 6-9.-94(F.-86), 2-10.-24(F.-16) 8) 2nd unbalanced Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vett 1-5=-94(F=-86), 5-6=-129(F=-86), 6-9=-129(F-86), 2-10=-24(F.-16) • • • Job Truss �ype CRY Y�E OX DEVELOPMENT- STONELEIGH iii 2287 FCAP PIGGYBACK 5 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:43 2008 Page 1 2 -6 -12 5 -1 -7 2 -6 -12 2 -6 -12 4x4 = Salle 1 3 r, 10.00[W T 1 d 7. 1 1111 .111111116 2 _S /x/ i dm Q „lb 24II 6 M 114 1 2 -6 -12 5 -1 -7 2 -6 -12 2 -6 -12 Plate Offsets (X,Y): [2:0- 2- 1,0 -2 -01, f4:0 2 - 1,0 - - LOADING (psi) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.01 6 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.14 Vert(TL) - 0.01 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 14 Ib 0 LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-1 -7 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 HF Stud REACTIONS (lb/size) 1= 239/0 -5-8, 5= 239/0 -5-8 Max Horz 1=- 61(load case 3) Max Upliftl=- 34(load case 5), 5=- 34(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 131/49, 2- 3=- 297/51, 3-4=-297/59, 4 -5 =- 131/24 BOT CHORD 2 -6 =- 19/212, 4 -6 =- 19/212 WEBS 3- 6= -3/121 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 4) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 Ib uplift at joint 1 and 34 Ib uplift at joint 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard III Job Truss ype Qty Ply Y E OX DEVELOPMENT- STONELEIGH 2287 FG GABLE 1 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 2810:15:44 2008 Page 1 � - 1 -6 -0 14 -0 -0 19 -1 -7 32 -0 -0 1 -6 -0 14 -0 -0 5 -1 -7 12 -10 -9 54 = Scale-1'57.0 4,e = 10 1 �� 12 13 � f1 3w1 J 6 17 t� . i. 18 ex 19 zo 3 ................................ ........................... 5,6 = 3x4 11 32 -0 -0 32 -0 -0 Plate Offsets (X,Y): 12:0 -0- 0,0-0. 4),110:0- 3- 0,0 -2- 11,113:0- 3- 0,0 -2- 11,130:0- 3- 0,0 -3-0) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.00 1 n/r 180 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.18 Vert(LL) -0.01 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 021 Horz(TL) 0.02 21 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 215 Ib • LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E *Except* TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except end verticals, and T3 2 X 6 SPF No.2 2 -0-0 oc purlins (6-0 -0 max.): 10-13. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 6 SPF No.2 WEBS 1 Row at midpt 10 -31, 9 -32, 8 -33, 11- 30,12 -29, 14-28, 15-27 OTHERS 2 X 4 HF Stud *Except* ST7 2 X 4 SPF 1650F 1.5E, ST8 2 X 4 SPF 1650F 1.5E, ST8 2 X 4 SPF 1650F 1.5E ST9 2 X 4 SPF 1650F 1.5E REACTIONS (Ib/size) 2= 311/32 -0 -0, 22= 17/32 -0-0, 21= 99/32 -0-0, 31= 186 /32 -0-0, 32= 200 /32 -0 -0, 33= 205/32 -0-0, 34= 205132 -0-0, 35= 200/32 -0-0, 36= 219/32 -0-0, 37= 143/32 -0-0, 30= 202/32 -0-0, 29= 194/32 -0-0 , 28= 189/32 -0-0, 27= 205/32 -0-0, 26= 205/32 -0-0, 25= 203/32 -0 -0, 24= 208/32 -0-0, 23= 186/32 -0 -0 Max Horz 2= 414(load case 4) Max Uplift2=- 211(load case 3), 22=- 17(load case 4), 21=- 35(load case 4), 31=-40(load case 4), 32=- 84(load case 5), 33- 108(load case 5), 34 =- 103(load case 5), 35=- 98(load case 5), 36=- 121(load case 5), 37=- 50(load case 4), 30=- 54(load case 3), 29=- 10(load case 4), 27- 122(load case 6), 26=- 100(load case 6), 25=- 110(load rasp 6), 24=- 72(load case 6), 23=- 242(load case 6) Max Grav2= 311(load case 1), 22= 75(load case 6), 21= 99(load case 1), 31= 195(load case 6), 32= 201(load case 7), 33= 205(load case 1), 34= 205(load case 7), 35= 200(load case 1), 36= 219(load case 7), 37= 144(load case 7), 30= 207(load case 7), 29= 194(load case 1), 28 =189(load case 1), 27= 209(load case 8), 26= 205(load case 1), 25= 204(load case 8), 24= 208(load case 1), 23= 199(load case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/85, 2 -3- 404/324, 3-4- 341/306, 4 -5 =- 280 /299, 5-6 =- 220/285, 6-7 =- 209/292, 7 -8 =- 159/294, 8 -9- 99/349, 9 -10 =- 89/384, 10 -11 =- 29/319, 11 -12 =- 28/319, 12 -1304- 31/316, 13- 1404- 83/321, 14 -1504- 92/347, 15 -16 04- 92/246, 16 -17 =- 16/157, 17 -18 04- 91/151, 18- 1904- 92/89, 19- 2004- 90/40, 20 -21 =- 155/61, 21- 22 =0/0 BOT CHORD 2- 37=- 59/145, 36-37=-59/145, 35- 36 04-59/ 145, 34 -35 =- 59/145, 33 -34 04- 59/145, 32 -33- 59/145, 31- 32=- 59/ 145, 30 -31 =- 59/145, 29 -30 =- 59/145, 28 -29 =- 59/145, 27 -28 04- 59/145, 26- 27=- 59/145, 25- 26=- 59/145, 24 -2504- 59/145, 23 -24 04- 59/145, 22 -23 04- 59/145 WEBS 10- 31=- 175/59, 9-32 04- 169/103, 8- 33=- 173/127, 7- 34=- 172/121, 5-35 =- 171/120, 4 -36 =- 178/130, 3-37 =- 146/98, 11-30-175/73, 12- 29=- 162/29, 14 -28 04- 157/0, 15-27 =- 177/140, 16 -26 =- 173/120, 18 -25 04- 172/124, 19-24 =- 175/111, 20-23=-166/178 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2 -0 -0 oc. 9) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 Ib uplift at joint 2, 17 Ib uplift at joint 22, 35 Ib uplift at joint 21, 40 Ib uplift at joint 31,84 Ib uplift at joint 32, 108 Ib uplift at joint 33, 103 Ib uplift at joint 34, 98 Ib uplift at joint 35, 121 Ib uplift at joint 36, 50 Ib uplift at joint 37, 54 Ib uplift at joint 30, 10 Ib uplift at joint 29, 122 Ib uplift at joint 27, 100 Ib uplift at joint 26, 110 Ib uplift at joint 25, 72 Ib uplift at joint 24 and 242 Ib uplift at joint 23. • 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard Job Truss *ype Qty Ply VD•E OX DEVELOPMENT- STONELEIGH 2287 G SPECIAL 6 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:45 2008 Page 1 0 0-7-14 11 1 4 -10 -13 � 9 -1 -13 11- 11- 4 -8 -10 17 -6 -1 20-7-0 ?(2 -1 P 0 -7 -14 4 -2 -15 4 -2 -15 2 -9 -7 2 -9 -7 2 -9 -7 3 -0 -15 1 -6 -0 Scale-1:82.S 100812 4x&— 3,6 11 2 0;4 O 6x12 J 316Q •� .. , 3,6 J 6 15 14 13 562= 516= 8,,12 \NJ2., II Al �� 4x8J q 2 8 A 4x12 O 10.001. 3x4 O `yyy i t0I9 11 5* � 4 -10 -13 � 9 -1 -13 � 14 -8 -10 I 20 -1 -8 20 -0 4 -10 -13 4 -2 -15 5 -6 -14 5 -4 -14 0 -5 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl 1./d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.41 Vert(LL) - 0.51 12 -13 >467 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.88 12 -13 >271 180 BOLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.79 11 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 123 Ib • TOP LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc puffins, except end verticals. BO C CHORD HORD 2 2 X X 4 4 S S PF 1 1650F 650E 1.5E 'Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing, Except: B1 2 X 6 SPF No.2 2 -2 -0 oc bracing: 12 -13. WEBS 2 X 4 HF Stud *Except* WEBS 1 Row at midpt 4 -14, 8-11, 1 -15, 2 -15 W6 2 X 4 SPF 1650F 1.5E, W3 2 X 4 SPF 1650F 1.5E, W12 2 X 6 SPF No.2 REACTIONS (Ib /size) 15= 1034/0 -3-8, 11= 1180/0 -5-8 Max Horz 15=- 683(load case 3) Max Uplittl5.- 128(load case 6), 11=- 402(load case 6) Max Gray 15= 1034(Ioad case 1), 11= 1180(Ioad case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2.194/223, 2 -3 =- 150/129, 3 -4 =- 1081/22, 4-5=-4737/0, 5 -6 =- 4827/0, 6-7 =- 4014/669, 7-8=-3954/549, 8-9=- 300/131, 9-10= 0/100, 1 -15 =- 220/235, 9-11 =- 482/224 BOT CHORD 14 -15 =- 45/760,13 -14= 0/3364,12 -13= 0/4628,11 -12 =- 270/2206 WEBS 3-14= 0/1014, 4- 14=- 2754/0, 4- 13= 0/3046, 6-13=-118/650, 6-12 = - 872/33, 7 -12 =- 310/161, 8- 12= 0/1404, 8-11 =- 2572/458, 2- 15=- 325/333, 3-15 =- 1096/167 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25f1; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 15 and 402 Ib uplift at joint 11. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • • Job Truss •ype Qty Ply YE OX DEVELOPMENT- STONELEIGH 2287 01 SPECIAL 3 1 Job Reference (optional) Summit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 2810:15:45 2008 Page 1 1 6 10 -0 -14 14 -3 -13 18 -6 -13 21 -4 -4 24 -1 -10 26 -11 -1 I 30 -0 -0 1 -6- Q • Q 5 -2 -6 I I I I 1 -6 -0 5 -2 -6 4 -10 -8 4 -2 -15 4 -2 -15 2 -9 -7 2-9-7 2 -9 -7 3 -0 -15 1 -6 -0 b6 = scale - 1:825 4 36 i 1111 O 10.0131 12 3 NI 3 �J N 6. �i 7 2 4x4 19 18 „ 17 16 15\ 8 244 II 4,6 = 3,6 = 341 = 646 \� B 201 II L ��`\4490 4 +p A 10.00 113, 612 3x/Q 11 12 I7 ` 13 5,6 J I 5 -2 -6 I 9 -5 -0 10 i 0 1 1414 -3 -13 1 18 -6 -13 I 24 -1 -10 I 29 -6 -8 30 -0 5 -2 -6 4 -2 -10 0 -7 -14 4 -2 -15 4 -2 -15 5 -6 -14 5 -4 -14 0 -5 -8 Plate Offsets (X,Y): (2:0 -1- 12,0 -2 -0) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.47 Vert(LL) - 0.12 14 -15 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.21 14-15 >999 180 BCLL 0.0 Rep Stress !nor YES WB 0.82 Horz(TL) 0.14 13 n/a n/a • BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 161 Ib LUMBER BRACIN TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5 -6-9 oc purlins, except end verticals. BOT CHORD 2 X 6 SPF No.2 `Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B32 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt 4-17 WEBS 2 X 4 HF Stud *Except* W7 2 X 6 SPF No.2, W13 2 X 6 SPF No.2 REACTIONS (Ib /size) 2=- 184/0 -5-8, 17=2767/0-5-8, 13=742/0-5-8 Max Horz 2- 578(load case 6) Max Uplift2=- 665(load case 8), 17=- 109(load case 6), 13=- 415(load case 6) Max Grav2 =398(load case 7), 17= 2767(load case 1), 13= 744(load case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 0/93, 2 -3=- 141 /1188, 3-4= 0/1401, 4-5 =0/ 1391, 5-6= 0/971, 6 -7 =- 180 /38, 7 -8 =- 198/28, 8-9=-1523/697, 9-10 =- 1563/607, 10 -11 =- 131/92, 11- 12= 0/100, 11- 13=- 321/200 BOT CHORD 2- 19=- 877/603, 18 -19=- 877/603, 17-18=-877/603, 16- 17=- 656/557, 15 -16 =- 66/560, 14-15=-27/1182, 13-14=-267/961 WEBS 3 -19= 0/189, 3 -17 =- 423/198, 4 -17 =- 2011/0, 5-17 =- 512/163, 5-16 -0/273, 6-16 =- 677/0, 6-15= 0/514, 8 -15 =- 887/644, 8 -14 =- 293/408, 9-14 =- 216/146, 10-14=-6/462, 10- 13=- 1203/506 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 665 Ib uplift at joint 2, 109 Ib uplift at joint 17 and 415 Ib uplift at joint 13. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job Truss Qty Ply IYCIDIE OX DEVELOPMENT- STONELEIGH 2287 G2 SPECIAL 5 1 1 Summit Truss, St Anthony, ID, Mark Mangum f Job Reference (optional) 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:46 2008 Page 1 • 11 -6 Q 5 -2 -6 10 -0 -14 14 -1 -15 i 18 -3 -0 I 22 - -13 125 -10 -11 I 30 -0 -0 1 -6 -0 5 -2 -6 4 -10 -8 4 -1 -1 4 -1 -1 3 -9 -13 3 -9 -13 4 -1 -5 524 II Scale. 1:62.6 4 SI 6x14 Mr18H.� 36 i 1000 12 2x4 11 2 Y� 8 �i�- a�� , = ' `' \ 7214 MT20/17: 1 1817 16 1 ` � , . . 27.4 443 �` \P �`� 8 10;: 6 : 9 w 4x8J 10 Abh.,,..._....,.... I; W12 W13 14 13 12 11 ■ 2x4 11 8x12 = 316 = 324 11 I 5 -2 -6 I 10 -0 -14 I 18 -3 -0 � 22 -0 -13 � 25 -10 -11 I 30 -0 -0 I 5 -2 -6 4 -10 -8 8 -2 -2 3 -9 -13 3 -9 -13 4 -1 -5 Plate Offsets (X,Y): ( 1- 3,Edge),15:0- 3- 0,0 -3-0) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.72 15 >490 240 TCDL 8.0 Lumber Increase 1.15 BC 0.55 Vert(TL) - 1.23 15 -16 >287 180 TCDL 139/108 BCLL 0.0 Rep Stress Ina YES WB 0.90 Horz(TL) 1.08 11 n/a n/a MT2OH 139/108 BCDL 8.0 Code IRC2003/TPI2002 (Matrix) MT18H 185/144 Weight: 196 Ib LUMBER BRACING TOP CHORD 2 X 6 DF SS *Except* TOP CHORD Structural wood sheathing direct! T1 2 X 4 SPF 1650E 1.5E BOT CHORD Ri id ceilin directl y applied or 2 -2 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E 9 9 y applied or 10 0 -0 oc bracing. WEBS 2 X 4 HF Stud *Except* WEBS 1 Row at midpt 516, 8-13 W6 2 X 4 SPF 1650F 1.5E, W4 2 X 4 SPF 2100F 1.8E, W8 2 X 4 SPF 1650F 1.5E W7 2 X 4 SPF 1650F 1.5E, W13 2 X 6 SPF No.2 REACTIONS (Ib/size) 2= 1667/0 -5 -8, 1 1= 1500/Mechanical Max Horz 2=- 496(load case 3) Max Uplift2=- 253(load case 5), 11 — 333(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/89, 2 -3 =- 2044/242, 3-4=- 1687/279, 4 -5 =- 1680/247, 5 -6 =- 8162/785, 6 -7 =- 8207/654, 7 -8 =- 8389/647, 8-9 =- 1609/467, 9-10 =- 1675/394, 10-11.-1456/349 BOTCHORD 2 -18 = 121/1427,17 -18 =- 121/1427, 16 -17 =- 121/1427, 15- 16_- 0/2356, 13-14= -0/11, 12 -13 =- 203/1201, 11 -12 =- 48/189 WEBS 14- 15= 0/54,6 -15= 0/180,3 -18= 0/131,3 -16=342/201,4 -16 =- 223/1623,5 -16.1740/335,5 -15 =- 558/6286,13 -15 =- 319/2961,8 -15 =- 10/5545, 8 -13-2614 -13 9 -12 =- 234/83,10 -12 =- 161/1051 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 Ib uplift at joint 2 and 333 Ib uplift at joint 11. 7) This taus is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard • Job Truss •ype Qty Ply Y OX DEVELOPMENT- STONELEIGH 2287 G3 SPECIAL 3 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference (optional) 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 1015:47 2008 Page 1 • - -6 -Q 5 -2 -6 10 -0 -14 14 -1 -15 I 18 -3 -0 � 22 -0 -13 1 25 -10 - 11 � 30 -0 -0 31-6-p 1 -6 -0 5 -2 -6 4 -10 -8 4 -1 -1 4 -1 -1 3 -9 -13 3 -9 -13 4 -1 -5 1 -6 -0 II 5,2 Scale-1226 4 i1 681414718W, 36 ii A 10.00 12 5 . .. 3 e!� 284 II 6 2 l ■ 4,13 d �i�jr1 ,='`` 7x14 WM'S' x `56 0 19 18 17 ^�'� 7 ii 8 284II 46 — 10#0 `� 1 , 316Q 9 m a W12 15 14 13 ,7 12 ,„ 12 2,4 H 8812= 26= 384 II 5 -2 -6 j 10 -0 -14 18-3-0 ' 22-0-13 25 -10 -11 30 -0 -0 5 -2 -6 4 -10 -8 8 -2 -2 3 -9 -13 3 -9 -13 4 -1 -5 Plate Offsets (X,Y): [2:0- 1- 2,Edgel, [5:0 6 - 0,0 - - LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.75 Vert(LL) -0.76 16 >466 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.55 Vert(TL) - 1.29 16 -17 >274 180 MT2OH 139/108 BCLL 0.0 Rep Stress !nor YES WB 1.00 Horz(TL) 1.13 12 n/a rVa MT18H 185/144 BCDL 8.0 Code IRC2003/TPI2002 (Matrix) le Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E 'Except' TOP CHORD Structural wood sheathing direct T2 2 X 6 DF SS, T3 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly 0 a oc ra or in 11 -2 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E 9 9 Y applied or 10 0 -0 oc bracing. WEBS WEBS 2 X 4 HF Stud 'Except' 1 Row at midpt 5 -17, 8 -14 W6 2 X 4 SPF 1650F 1.5E, W4 2 X 4 SPF 1650F 1.5E, W8 2 X 4 SPF 1650F 1.5E W7 2 X 4 SPF 1650F 1.5E, W13 2 X 6 SPF No.2 REACTIONS (Ib/size) 2= 1662/0 -5 -8, 12= 1667/0 -5-8 Max Horz 2=- 580(load case 6) Max Uplift2=- 244(load case 5), 12. 455(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/89, 2 -3 =- 2036/196, 3 -4 =- 1680/234, 4 -5 =- 1677/230, 5-6 =- 8008/373, 6- 7.8078/235, 7 -8 =- 8261/215, 8 -9 =- 1585/495, 9-10 =- 1637/417, 10- 11= 0/103, 10 -12 =- 1622/471 BOT CHORD 2 -19=- 87/1421, 18 -19=- 87/1421, 17 -18 =- 87/1421, 16- 17= 0/2348, 14-15 =0/11, 13- 14=- 123/1165, 12 -13 =0/80 WEBS 15-16= 0/54,6 -1 (> 0/203,3 -19= 0/131,3 -17_ 342/202, -17 =- 162/1622,5 -17 =- 1737/251,5 -16 =- 191/6131,14 -16 =- 146/2931,8 -16= 0/5435, 8- 14- 2614/99, 9- 14=- 58/101, 9-13 =- 255/90, 10- 13=- 191/1126 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 Ib uplift at joint 2 and 455 Ib uplift at joint 12. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job Truss OYPe City Ply Y�E OX DEVELOPMENT- STONELEIGH 2287 GG GABLE 1 1 Summit Truss, St Anthony, ID, Mark Mangum - Job Reference (optional) 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:1548 2008 Page 1 • 0 -�7- 1 14 4 -10 -13 1 9 -1 -13 111 - 4,14 - -10 17 - -1 � 20 -7 -0 22 -1 P 0 -7 -14 4 -2 -15 4 -2 -15 2 -9 -7 2 -9 -7 2-9-7 3 -0 -15 1 -6 -0 10.0912 4'6= 38 II Bye- 1:82.9 2 1 .. l 2x4 II �I 10,31: O 3 I 3 2x6 II . :� �I ' Bx12 �� 380 4 ' 1 111111i 4 .A§ . 1:k. 5 15 2x4 II 13 �` 8 14 � 5x12= 58= Bxl2O \ N., II \ 480 2 \ 8 A \\ 19.00 12 4x12 3x0 0 1 ` 9 � \ y 10 7 I 11 5* •• 1 4 -10 -13 1 9 -1 -13 1 14 - -10 � 20 -1 -8 20 4 -10 -13 4 -2 -15 5 -6 -14 5 -4 -14 0 -5 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdef Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.51 12 -13 >467 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.88 12 -13 >271 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.79 11 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 2 -10-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing, Except: 81 2 X 6 SPF No.2 2 -2 -0 oc bracing: 12 -13. WEBS 2 X 4 HF Stud *Except* WEBS 1 Row at midpt 4 -14, 8 -11, 1 -15, 2 -15 W6 2 X 4 SPF 1650F 1.5E, W3 2 X 4 SPF 1650F 1.5E, W12 2 X 6 SPF No.2 OTHERS 2 X 4 HF Stud REACTIONS (Ib /size) 15= 1034/0 -3 -8, 11.1180/0 -5 -8 Max Horz 15=- 684(load case 3) Max Upliftl5— 128(load case 6), 11.- 402(load case 6) Max Grav 15 =1034(load case 1), 11 =1180(load case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 194/223, 2- 3.150/129, 3 -4 =- 1081/22, 4-5 =- 4737/0, 5-6 =- 4827/0, 6 -7 =- 4014/669, 7 -8 =- 3953/549, 8 -9- 300/131, 9-10= 0/100, 1 -15 =- 220/235, 9-11 =- 482/224 BOT CHORD 14- 15=- 45/760,13 -14 =0/3364,12 -13= 0/4628,11 -12 =- 270/2206 WEBS 3-14= 0/1014, 4 -14 =- 2754/0, 4- 13.0/3046, 6-13-118/650, 6-12 =- 871/33, 7 -12 =- 310/161, 8-12.0/1404, 8 -11.- 2572/458, 2- 15.325/333, 3-15 =- 1096/167 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h.25ft; TCDL= 4.8psf; BCDL =4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of 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 studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 11 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 beating plate capable of withstanding 128 Ib uplift at joint 15 and 402 Ib uplift at joint 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard ill • Job Truss Qty Ply E OX DEVELOPMENT- STONELEIGH 2287 GSG GABLE 1 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference (optional) 6.300 s Jul 11 2006 MiTek Industries, Inc. Mon Jan 28 10:15:49 2008 Page 1 • 1 1 -6 4 5 -2 -6 1 10 -0 -14 � 14 -1 -15 � 18 -3 -0 � 22 -0 -13 � 25 -10 -11 1 30 -0 -0 31 -6 -0 1 -6 -0 5 -2 -6 4 -10 -8 4 -1 -1 4 -1 -1 3 -9 -13 3-9-13 4 -1 -5 1-6-0 5x6 n scale. 1:82.6 4 ii 10x10 Mn8Hp 36 /i 10.00 12 -K 5 A. f 1 u r c5, � �� _ '`` \ ]x14 Mi'10H�� ` 5 ,8= 1818 17 1` `= :..�� -. sxe = 4m = 1 ` e `� 3/5'6 49Q '�d 10 ..' M 71 I' 4 W12 15 14 13 _2 ' 12 842= 34= 3x4 11 5 -2 -6 � 10 -0 -14 � 18 -3 -0 � 22 -0 -13 � 25 -10 -11 � 30 -0 -0 5-2- 4 -10 -8 8 -2 -2 3 -9 -13 3 -9 -13 4 -1 -5 Plate Offsets (X,Y): (2:0- 1- 2,Edge],(5:0 -3- 0,0-4- 12],(18:0- 3- 0,0 -0-4] LOADING (psf) SPACING 2-0-0 CSI TCLL 35.0 Plates Increase 1.15 DES in (loc) y466 240 PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.75 Vert(LL) -0.76 16 >274 280 MT20 185/144 BCLL 0.0 Rep Stress Ina YES WB 1.00 Horz(TL) -1.29 16 12 >274 /a 180 MT2OH 139/108 (Matrix) Horz(TL) 1.13 12 Na Na MT18H 185/144 BCDL 8.0 Code IRC2003/TPI2002 (Matrix) LUMBER ill Weight: 247 Ib TOP CHORD 2 X 4 SPF 1650F 1.5E 'Except' BRACING T2 2 X 6 DF SS, T3 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1 -11 -2 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 HF Stud *Except* WEBS 1 Row at midpt 5 -17, 8 -14 W6 2 X 4 SPF 1650F 1.5E, W4 2 X 4 SPF 1650F 1.5E, W8 2 X 4 SPF 1650F 1.5E W7 2 X 4 SPF 1650F 1.5E, W13 2 X 6 SPF No.2 OTHERS 2 X 4 HF Stud REACTIONS (lb/size) 2= 1662/0 -5-8, 12 =1667/0 -5-8 Max Horz 2=-580(load case 6) Max Uplift2=- 244(load case 5), 12=-455(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/89, 2 -3 =- 2036/196, 3- 4.1680/234, 4-5=-1677/230, 5-6 =- 8008/373, 6- 7_8078/235, 7 -8 =- 8261215, 8 -9 =- 1585/495, 9-10 =- 1637/417, 10- 11= 0/103, 10-12=-1622/471 BOT WEBS 15-16 a� 6-16= 0/203, 3-19=0/131, 3- 187 / 1342/202, 4- 17 =1622, 5- -1 1 / 7 =- 1737 251 5-16== = -19 6 31 /1 -16 =- 1462931, 8-16= 0/5435, 8- 14=- 2614/99, 9- 14=- 58/101, 9-13=-255/90, 10 -13 =- 191/1126 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) verticalleft and rightt exposed 2Lu OL Sps33 plate grip D =1 3 3 II; E C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end 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 MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2 -0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 Ib uplift at joint 2 and 455 Ib uplift at joint 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITTPI 1. LOAD CASE(S) Standard REScheck Compliance Software Versic 08 00113 III Ce 1312 Stone Dr _ W aters Project Title: Stoneleigh Cottage Report Date: 03/07/08 Data filename: Untitled.rck Energy Code: 2000 IECC Location: Rexburg, Idaho Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 8693 Construction Site: Owner /Agent: Designer /Contractor: 1312 Stone Dr. Hacopla LLC Colby Walter Rexburg, ID 83440 814 N Yellowstone Hwy Keystone Construction Rexburg, ID 83440 1162 Eastland Dr. North #3 2083567074 Twin Falls, ID 83301 davidwCblueoxdevelopment.com 2082937575 colby@keystonecd.com Compliance: Passes Compliance: 22.1% Better Than Code Maximum UA: 534 Your UA: 416 Gross Cavity Cont. Glazing UA Assembly Area or R -Value R -Value or Door Perimeter U- Factor Ceiling 1: Flat Ceiling or Scissor Truss 1868 0.0 38.0 47 • Second Floor Wall: Wood Frame, 16" o.c. 1137 19.0 0.0 62 Window 1: Vinyl Frame:Double Pane with Low -E 20 0.340 7 Window 2: Vinyl Frame:Double Pane with Low -E 20 0.340 7 Window 3: Vinyl Frame:Double Pane with Low -E 13 0 4 Window 4: Vinyl Frame:Double Pane with Low -E 13 0.340 4 Window 5: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 6: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 7: Vinyl Frame:Double Pane with Low -E 13 0.340 4 Main Floor Wall: Wood Frame, 16" o.c. 1404 19.0 0.0 68 Window 8: Vinyl Frame:Double Pane with Low -E 9 0.340 3 Window 9: Vinyl Frame:Double Pane with Low -E 9 0.340 3 Window 10: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 11: Vinyl Frame:Double Pane with Low -E 18 0.340 6 Window 12: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 13: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 14: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 15: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 16: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 17: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 18: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 19: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 20: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 21: Vinyl Frame:Double Pane with Low -E 8 0.340 3 Door 1: Glass 20 C 11 , n4 f Door 2: Glass 41 L' � I Door 3: Solid 20 0 .140 • Basement Concrete: Solid Concrete or Masonry 723 11.0 _ 41 Wall height: 9.0' MAR 7 2QQg i l Depth below grade: 8.3' Project Title: Stoneleigh Cottage C 1 TY OF ~' : �K' ' °' Data filename: Untitled.rckr II I • • Insulation depth: 9.0' Window 24: Vinyl Frame:Double Pane with Low -E 15 0.340 5 • Window 30: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Basement Walkout: Wood Frame 723 19.0 0.0 28 Wall height: 9.0' Depth below grade: 8.3' Insulation depth: 9.0' Window 25: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 26: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 27: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 28: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Window 29: Vinyl Frame:Double Pane with Low -E 15 0.340 5 Door 7: Solid 17 0.140 2 Bonus Room: All -Wood Joist/Truss:Over Unconditioned Space 420 0.0 30.0 12 Gas Fumace: Forced Hot Air92 AFUE Electric Furnace: Forced Hot Air100 AFUE Main Floor AC: Electric Central Air13 SEER Second Floor AC: Electric Central Air13 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 2000 IECC 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 Title: Stoneleigh Cottage Report date: 03/07/08 Data filename: Untitled.rck Page 2 of 7 RESchec Software Version 4.1.3 • Inspection Checklist • Date: 03/07/08 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -38.0 continuous insulation Comments: Above - Grade Walls: ❑ Second Floor Wall: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: ❑ Main Floor Wall: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Basement Walls: ❑ Basement Concrete: Solid Concrete or Masonry, 9.0' ht / 8.3' bg / 9.0' insul, R -11.0 cavity insulation Comments: ❑ Basement Walkout: Wood Frame, 9.0' ht / 8.3' bg / 9.0' insul, R -19.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: • #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No • Comments: ❑ Window 7: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: Project Title: Stoneleigh Cottage Report date: 03/07/08 Data filename: Untitled.rck Page 3 of 7 • _ #Panes Frame Type Thermal Break? Yes No • Comments: ❑ Window 8: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: • #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 13: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: • ❑ Window 14: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 17: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 18: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 19: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 • For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Stoneleigh Cottage Report date: 03/07/08 Data filename: Untitled.rck Page 4 of 7 • ❑ Window 20: Vinyl Frame:Double Pith Low -E, U- factor: 0.340 For windows without labeled U- fact dll; describe features: #Panes Frame Type Thermal Break? Yes No Comments: • ❑ Window 21: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 24: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 30: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 25: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 26: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 27: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: • #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 28: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 29: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U- factor: 0.140 Comments: ❑ Door 2: Glass, U- factor: 0.340 Comments: ❑ Door 3: Solid, U- factor: 0.140 Comments: ❑ Door 7: Solid, U- factor: 0.140 Comments: Floors: ❑ Bonus Room: All -Wood Joist/Truss:Over Unconditioned Space, R -30.0 continuous insulation • Comments: Heating and Cooling Equipment: Project Title: Stoneleigh Cottage Report date: 03/07/08 Data filename: Untitled.rck Page 5 of 7 ❑ Gas Fumace: Forced Hot Air: 92 A•or higher • Make and Model Number: ❑ Electric Furnace: Forced Hot Air: 100 AFUE or higher Make and Model Number: • ❑ Main Floor AC: Electric Central Air: 13 SEER or higher Make and Model Number: ❑ Second Floor AC: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: ❑ Installed on the warm - in - winter side of all non - vented framed ceilings, walls, and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values, glazing U- factors, and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R - 5. Ducts outside the building are insulated to at least R - 8.0. Duct Construction: ❑ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic -plus- embedded - fabric, or • tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on /off heater switch and a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. • Project Title: Stoneleigh Cottage Report date: 03/07/08 Data filename: Untitled.rck Page 6 of 7 Table 1: Minimum Insulation ,kness for Circulating Hot Water Pipes • Insulation Thickness in Inches by Pipe Sizes Non - Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" • Temperature ( °F) 170 -180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100 -139 0.5 0 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range( °F) 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4" Healing Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40 -55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) • • Project Title: Stoneleigh Cottage Report date: 03/07/08 Data filename: Untitled.rck Page 7 of 7 ■ • Job: stone leigh Load Multizone Summary Report Date: Mar 07, 2008 1 1 (1 + By ` `COUNTRY t!,,, ,, & A« :n.t+i 1ee i49 Heating Cooling LONE NAME Volume ACH AVE HT'M Volume ACH AVF � f1 µ 2 Ili cfm Btuh/ft upstairs 7696 0.37 48 2.3 7696 0.20 26 0.2 (Rest of House) 13858 0.23 53 2.3 13858 0.12 28 0.2 Entire House 21554 0.28 101 2.3 21554 0.15 54 0.2 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF g= Btuh Btuh cfm cfm Room16 54 747 158 29 14 Rooml7 160 3757 2079 143 185 Room18 7 30 381 84 15 3 ��" 2 Room19 182 4866 4060 186 62 Room20 114 978 267 37 Room21 422 9316 1942 356 173 765 upstairs 962 20046 8591 765 86 120 Rooml 168 2196 1436 13 0 Room2 60 340 5 Room3 168 1830 179 72 15 123 Rooms 457 4245 1466 166 42 Room7 252 2853 504 112 144 2427 2120 95 178 Room Room8 920 923 36 77 Room10 100 0 513 505 20 42 Room11 81 509 43 80 38 7 Room12 60 9o2 269 31 23 Room13 132 796 141 Room14 228 3169 1684 124 284 Room6 468 2702 375 3100 3398 121 Room 788 106 66 (Rest of House) 2723 26562 13400 1040 1122 Entire House 3685 46608 21496 1805 1887 R E V ol - 7 2 8 I Bold/kale values have been manta9y ova rt C U 2008- Mar-07 11;00:19 g tc ft Right - Suite Residential 6 - 0.106 RSR40340 Page 1 C: 1Users1StevetDocumentstwrightsoftware \blueoxstoneieigh . rrp Calc = KB Orientation = W Job: stone leigh � _� ProjecfSummary Date: Mar 07,2008 H Entire House ay: For: Blue Ox Notes: . W eat h er : Idaho Falls, ID, US Winter Design Conditions Summer Design Conditions °F Outside db 89 °F -6 Outside db 68 °F Inside db 75 °F Inside db 74 °F Design TD 14 °F Design TD Daily range H Relative humidity 50 Moisture differenc -31 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing 41486 Btuh Structure 17996 Btuh Str ucture 5122 Btu Ducts 3500 Btuh Ducts 0 Btuh Central vent (77 cfm) 0 Btuh Central vent (77 cfm) 0 Btuh Blower 0 Btuh Humidification 0 Btuh Piping 46608 Btuh Use manufacturers data n Equipment load Rate /swing multiplier 0.94 Infiltration Equipment sensible Toad 20206 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Structure -969 Btuh Fireplaces Ducts -89 Btuh g Central vent (77 cfm) 0 Btuh Area (ft2) 368 368 5 Castro Cooling Equipment la load 0 Btuh Volume (ft 21554 21554 20206 Btuh Air changes/hour 0.28 0.15 Equipment o nt total a capacity at 0.70 SHR 2.4 ton Equiv. AVF (cfm) 101 q P y Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input 0 B n /a Sensible tooting 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 cfm Actual air flow 0 cfm Actual air flow 0 000 cfm /Btuh Air flow factor 0.000 cfm /Btuh Air flow factor 0 .00 c H2O Static pressure 0.00 in H2O Load sensible heat ratio 0.00 Space thermostat n/a Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 2008 - Mar -07 11:0019 wrightsc ft Right Suite Residential 6.0.106 RSR40340 Page 1 GWserstSteve: Documents\ wrightsoftwarelblueoxstoneleigh .rrp Cale = MJ8 Orientation = W 111P Job: stone letgh Pro ec Ummary Date: Mar 07,2008 g it -? I 1 11 (Rest of House) For: Blue Ox Notes: Weather: Idaho Falls, ID, US Winter Design Conditions Summer Design Conditions °F Outsi db 89 °F -6 Outside d b 68 0 F Inside db 75 °F Inside db ° Design TD 14 °F Design TD 74 F H Daily range H °/n R elative h umidity -31 grill) Moisture difference g Heating Summary Sensible Cooling Equipment Load Sizing 26562 Btuh Structure 13400 Btuh Structure 0 Btuh Ducts 3588 0 Btuh C Cental ve (52 cfm) 67 9 Btuh Central vent (52 cfm) 0 Btuh Humidification 0 Btuh Blower Piping 0 Btuh Equipment load 30149 Btuh Use manufacturer's data 0 94 Ra /swing multiplier Infiltration E q ui p me nt sensible load 13234 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Ave rago Structure 510 Btuh Fireplaces Ducts 0 Btuh Heatin Coolin Central vent (52 cfm) -943 Btuh 2 2723 2 E latent load 0 Btuh Area (ft ) Volume (ft 13858 13858 13234 Btuh Air changes /hour 0.23 0.12 Equipment total load Equiv. AVF (cfm) 53 28 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XR90 Trade XB12 Model TUX1B060A9361A* Cond 2TTB2024A1 Coil 2TXGB025AC3 12 Efficiency 92.1 AFUE Efficiency 16 ER Heating input 60000 Btuh Sensible cooling ER 72 SE Heating output 51336 Btuh Latent cooling 00 Btuh Btuh Temperature rise 53 °F Total cooling 1122 cfm Actual air flow 1040 cfm Actual air flow cfm/Btuh 22 .0 0 1 Air flow factor 0.039 cfm /Btuh Air flow factor 84 c H2O t Static pressure 0.60 in H2O Load sensible heat ratio 1.00 Space thermostat Saki/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 2008-Mar-07 11:00:1 B vvrsghtscyFt Right -Suite Residential 6.0.106 RSR40340 1 00 2 C: lUserstStevelDocumentslwrightsoftware \biueomatoneleigh.rrp Caic = MJB Onentation = W PfojeCSumma • • Job: stone leigh a • J Date: Mar 07, 2008 _ upstairs By: .- COUN'TR= - - t ?avrea}p[r [sr,4Er: =.K -r,:p For: Blue Ox Notes: g t.ation Weather: Idaho Falls, ID, US Winter Design Conditions Summer Design Conditions Outside db -6 °F Outside db 89 °F Inside db 68 °F Inside db 75 °F Design TD 74 °F Design TD 14 °F Daily range H Relative humidity 50 % Moisture difference -31 gr /lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14924 Btuh Structure 5010 Btuh Ducts 5122 Btuh Ducts 3581 Btuh Central vent (24 cfm) 1675 Btuh Central vent (24 cfm) 317 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21721 Btuh Use manufacturer's data n Rate /swing multiplier 0.94 Infiltration Equipment sensible load 8373 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure -459 Btuh Ducts -89 Btuh Heating Cooling Central vent (24 cfm) -440 Btuh Area (ft 962 962 Equipment latent load 0 Btuh Volume (ft 7696 7696 Air changes /hour 0.37 0.20 Equipment total toad 8373 Btuh Equiv. AVF (cfm) 48 26 Req. total capacity at 0.70 SHR 1.0 ton Heating Equipment Summary Cooling Equipment Summary Make trane company Make Trane Trade Trane Trade XB13 / Model 2tec3f30b1000a Cond 2TTB3018A1 Coil 2TXCB025AS3 Efficiency 100 AFUE Efficiency 13 SEER Heating input 39300 Btuh Sensible cooling 11410 Btuh Heating output 39300 Btuh Latent cooling 4890 Btuh Temperature rise 56 °F Total cooling 16300 Btuh Actual air flow 765 cfm Actual air flow 765 cfm Air flow factor 0.038 cfm /Btuh Air flow factor 0.089 cfm /Btuh Static pressure 0.60 in H2O 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. Wrlghtsc sft Right -Suite Residential 6.0.106 RSR40340 2008- Mar -07 11:00 19 "': C:\ Users\ Steve\ Documents\ wrightsoftware \blueoxstoneleigh.rrp Calc = MJB Orientation = W Page 3 0 • Job: stone Leigh 4 ' AED Assessment Date: RAar07,Z00 .b L ._. Entire House By: y " -.• +c U N[RY t— sv.e.4 u Sic t , ,sp, ` f For: Blue Ox Location: Indoor: Heattii Cooling Idaho Falls, ID, US Indoor temperature (°F) Elevation: 4741 ft Design TD ( °F) 74 14 Latitude: 44 °N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (grub) 57.0 -31.5 Dry bulb ( °F) -6 89 Infiltration: Daily range ( °F) - 6 34 (H ) Wet bulb ( °F) Wind speed (mph) 15.0 7.5 Test -0 , o'uate E a Hourly Glazing Load 18,000-r 16,000 — 14,000 - I - .,. 2 12,000 i m npMp 10 o 8,000 6,000- 4,000--1 2,0°°T i 1 i 1 I 1 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day oN ,- Average , AED Pnna Maximum hourly glazing load exceeds average by 10.9 %. House has adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 0 Btuh 1AJrlghtsc)ft Right -Suite Residential 6.0.106 RSR40340 2006 -Mar -07 11:00.20 C: \Users\ Steve\ Documentstwrightsoftwaretblueoustonelergh .rrp Cain = MJ8 Orientation = W Page 1 • • Job: stone leigh /* AED Assessment Date: Mar 07, 2008 (Rest of House) By: ' ' Q TR r PI• ,e,q s 4's (,; ait,on -4 0 For: Blue Ox Indoor: Heating Cooling Location: Indoor temperature (°F) 68 75 Elevation: Falls, 1 Design TD ( °F) 74 14 Latitudahtudee: : 4 4 741 1 44°N ft Relative humidity (%) 50 50 L Outdoor: Heating Cooling Moisture difference (grub) 57.0 -31.5 Dry bulb ( °F) -6 89 infiltration: Daily range ("F) - 34 (H ) Wet bulb (°F) - 60 Wind speed (mph) 15.0 7.5 . for _. ! , .0 - wets v, , , Hourly Glazing Load 14,000 — -- — 12,000 - w 10,000 F. ,... _.n. _e y._m = Ill 8,000--,— T, N e, 6.000 r 4,000 2,000 ' 0 1 1 1 r I j 1 ! 1 1 1 g 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day -` Howly Average F AEDfim3 Maximum hourly glazing load exceeds average by 19.2 %. Zone has adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 0 Btuh OD: 20 vvr g' h ft tsc Right - Suite Residential 6.0.106 RSR40340 2008 -Mar -07 11 P 00: 2 C:\ Users\ Steve\ Documents\ wrightsoftware \bluemstoneleighrrp Calc = MJ8 Orientation = W • 0 Job: stone Leigh AED Assessment Date: Mar 07, 2008 s upstairs By: tw T , r,..1 Snag . a:: a j For: Blue Ox _.., ; ! ii - . Heating Cooling Location: Indoor: g 5 Idaho Falls, ID, US Indoor temperature ( °F) 78 7 75 Elevation: 4741 ft Design TD ( °F) Relative humidity (°I%) 50 50 Latitude: 44°N Outdoor: Heating Cooling Moisture difference (gr /lb) 57.0 -31.5 Dry bulb ( °F) -6 89 Infiltration: Daily range ( °F) - 34 (1-1 ) Wet bulb ( °F) - 60 Wind speed (mph) 15.0 7.5 ri „ umti rs A,. Hourly Glazing Load 4,500 - ■ 4,000 -!- 3,500 -L 4 ▪ 3400- 2500 - 0 0 • 2,000 -r 1,500 1,000 500 0 ,— 1 1 —{—. i j r— 1- -. 1 --j- I 1 8 9 10 11 12 13 1 15 16 17 18 19 20 Hour of Day Hourly Average i AED Went Maximum hourly glazing load exceeds average by 44.9%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 414 Btuh (PFG - 1.3 *AFG) 2008- Mar -07 11:00:20 'vvrights f Right -Suite Residential 6.0.106 RSR40340 Page 3 C at Users\ StevelDocumentslwrightsoftwareWlueoxstoneleigh .rrp Calc = MJ8 Orientation = W Right Worksheet Job: stone leigh s:11 i '(; St. Date: Mar 07, 2008 �¢ 1 Entire House By: 1 Room name Entire House upstairs 2 Exposed wall 495.0 ft 180.0 ft 3 Ceiling height 8.0 ft d 8.0 ft d 4 Room dimensions 5 Room area 3685.0 ft 962.0 ft Ty Construction U -value Or HTM Area (ft Load Area (ft2) Load number (Btuhfft °F) (Btuhtft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /PIS Heat Cod Gross NIP /S Heat Cool 6 VW 12F -Osw 0.065 n 4.81 0.47 664 633 3045 300 384 353 1698 167 I----G 61C 0.320 n 23.68 11.69 31 0 734 363 31 0 734 363 _ VyI 15B11-0wc -6 0.099 n 4.79 0.07 280 264 1266 18 0 0 0 0 I G 61C 0.320 n 23.68 11.69 16 0 379 187 0 0 0 . 0 11 Yet 12F-0sw 0,065 e 4.81 0.47 704 554 2662 263 336 336 1616 159 E- -[ 61C 0.320 e 23.68 40.04 108 0 2569 4344 0 0 0 0 D 71B 0.190 e 14.06 3.51 42 42 591 148 0 0 0 0 W 15611-0wc 6 0.099 e 4.14 0.00 368 257 1065 0 0 0 0 0 �-G 61C 0.320 e 23.68 40.04 90 0 2131 3604 0 0 0 0 t-D 718 0.190 e 14.06 3.51 21 21 295 74 0 0 0 0 V)1 12F -Osw 0.065 s 4.81 0.47 664 601 2890 285 384 348 1674 165 L-G 61C 0.320 s 23.68 21.58 63 0 1497 1364 36 0 852 777 W 15811-0wc-6 0.099 s 4.94 0.08 280 280 1383 24 0 0 0 0 12F-Osw 0.065 w 4.81 0.47 704 583 2803 277 336 300 1443 142 V ��- 61C 0.320 w 23.68 40.04 97. 24 0 2302 3892 36 0 852 1441 718 0.190 w 14.06 3.51 29 337 84 0 0 0 0 W 15B114M>6 0.099 w 4.94 0.08 296 296 1462 25 0 0 0 0 C 16B -38ad 0.026 - 1.92 1.09 1876 1876 3603 2049 962 962 1851 1051 F 21A-20t 0.027 - 2.00 0.00 1795 249 3586 0 474 96 947 0 I 6 c) AED excursion 0 414 Envelope loss /gain 34607 17298 11668 4680 12 a) Infiltration 68 9 697 32 6 3 0 b) Roo ventilation 13 Internal gains: Occupants ig 230 0 0 0 0 Appliances Q 1200 0 0 0 0 Subtotal (lines 6 to 13) 41486 17996 14924 5010 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 41486 17996 14924 5010 15 Duct loads 12% 19% 5122 3500 34% 71% 5122 3581 Total room bad 46608 21496 20046 8591 Air required (cfm) 1 1805 1887 ' 765 765 Printout certified by ACCA to meet all requirements of Manual J 8th Ed_ rtCAUsers\ StevelDoe � to ft Right -Suite Residential 6.0.106 R SR40340 2008- Mar-07 11:00:20 ` ume ntslwrightsottw are \blueoxstoneleigh. rrp Calc = MJ8 Orientation = W Page 1 4 Right Worksheet Job: stone leigh r Date: Mar 07, 2008 (01114 - Entire House By: 1 Room name (Rest of House) 2 Exposed wall 315.0 ft 3 Ceiling height 8.0 ft d 4 Room dimensions 5 Room area 2723.0 ft Ty Construction U -value Or HTM Area (ft') Load Area Load number tuhfft °F) (Btuh/f?) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N /P /S Heat Coal Gross NIPS Heat Cool 6 V�/ 12F-Osw 0.065 n 4.81 0.47 280 280 1347 133 t- C 610 0.320 n 23.68 11.69 0 0 0 0 15B11 -0wc -6 0.099 n 4.79 0.07 280 264 1266 18 G 61G 0.320 n 23.68 11.69 16 0 379 187 11 12F -Osw 0.065 e 4.81 0.47 368 218 1046 103 61G 0.320 e 23.68 40.04 108 0 2569 4344 718 0.190 e 14.06 3.51 42 42 591 148 V!1 15B11 -Owc -6 0.099 e 4.14 0.00 368 257 1065 0 0.320 e 23.68 40.04 90 0 2131 3604 L-D 716 0.190 e 14.06 3.51 21 21 295 74 Ve 12F -0sw 0.065 s 4.81 0.47 280 253 1216 120 - G 610 0.320 s 23.68 21.58 27 0 644 587 W 15811-Owc -6 0.099 s 4.94 0.08 280 280 1383 24 Vt1 12F-Osw 0.065 w 4.81 0.47 368 283 1360 134 61C 0.320 w 23.68 40.04 61 0 1449 2450 718 0.190 w 14.06 3.51 24 24 337 84 W 15811 -0wc -6 0.099 w 4.94 0.08 296 296 1462 25 C 16B -38ad 0.026 1.92 1.09 914 914 1759 998 F 21A -20t 0.027 - 2.00 0.00 1321 153 2639 0 6 c) AED excursion 0 Envelope loss /gain 22939 13033 12 a) Infiltration 3623 367 b) Room ventilation 0 0 13 Internal gains: Occupants g 230 0 0 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 26562 13400 Less external bad 0 0 . Less transfer 0 0 Redistribution 0 0 14 Subtotal 26562 13400 15 Duct loads 0% 0% 0 0 Total room load 26562 13400 Air required (cfm) ' 1040 1122 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 'w" gtF11lto Right -Suite Residential 6.0.106 RSR40340 2008 -Mar -07 11.00:20 C:\Users\Steve\ Documents\ wrightsottware \bIueoxstoneleigh.rip Gals = MJ8 Orientation = W Page 2 k. ■ Ri htorksheet • Job: stone Ieigh g Date: Mar 07, 2008 ;;;:i1-(:; ` ' ' P (Rest of House) By: 1 Room name (Rest of House) Room1 2 Exposed wall 315.0 ft 28.0 ft 3 Ceiling height 8.0 ft d 8.0 6 12.0 x 14.0 ft 5 Roan area heat/cool 4 Room dimensions 2723 0 ft2 168.0 ft Ty Construction U -value Or HIM Area (ft Load Area (ft Load number (Btuhtft -- °F) (Btuh/ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross N /P /S 0 Heat Cool 6 61 C-0sw 0.320 n 23.68 10.47 280 0 280 1347 133 0 0 0 0 0 y t- � -t 0 0 I G 61C 15811 - Owc - 0.099 n 4.14 0.34 280 264 1266 18 112 112 553 9 0.320 n 23.68 11.69 16 0 379 187 0 0 0 0 1 VAT 12F-0sw 0.065 e 4.81 0.47 368 - 218 1046 103 0 0 0 00 ►-- [' 61C 0.320 e 23.68 40.04 108 0 2569 4344 0 0 0 71B 0.190 e 14.06 3.51 42 42 591 148 0 0 0 0 W 15811 -Owc -6 0.099 e 414 0.34 368 257 1065 0 96 60 249 1440 61C 0.320 e 23.68 40.04 90 0 2131 3604 36 0 852 0 -D 71 B 0.19 e 14.06 3.51 21 21 295 74 0 0 4 W 12F-Osw 0.065 s 4.81 0.47 280 253 1216 120 0 0 0 0 L-_G 61C 0.320 s 23.68 21.58 27 0 644 587 0 0 0 0 W 15811 -Owc -6 0.099 s 4.14 0.34 280 280 1383 24 16 16 79 1 12F-0sw 0.065 w 4.81. 0.47 368 283 1360 134 0 0 0 0 0 6 61 0.320 w 23.68 40.04 61 0 1449 2450 0 0 t-D 7113 0.190 w 14.06 3.51 24 24 337 84 0 0 0 0 W 15B11-0wc -6 0.099 w 4.14 0.34 296 296 1462 25 0 0 0 0 C 18B -38ad 0.026 1.92 1.09 914 914 1759 998 0 0 0 0 F 21A -20t 0.027 - 2.00 0.00 1321 153 2639 0 168 28 336 0 6 c) AED excursion 0 -29 Envelope loss /gain 22939 13033 2069 1423 12 a) Infiltration 3623 367 127 13 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) 26562 13400 2196 1436 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26562 13d00 2196 1436 15 Duct loads 0 % 0% 0 0 -0 % 0% -0 0 Total room bad 26562 13400 2196 1436 I Air required (cfm) ( 1040 1122 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w rr c h Right -Suite Residential 6.0 RSR40340 2006-Mar -07 11:00:20 CAUserstStevelDocumentsiw tsoftware \hiueoxstoneleigh.rrp Caic = MJ8 Orientation = W Page 3 RighWorksheet • Job: stone leigh + (Rest of House) D; e: Mar 07, zoos 1 Room name Room2 Room3 2 Exposed wall 5.0 ft 28.0 ft 3 Ceding height 8.0 ft heat /cool 1 8.0 ft heat /cool 4 Roan dimensions 12.0 x 5.0 ft 12.0 x 14.0 ft 5 Room area 60.0 ft 168.0 ft Ty , Construction U -value Or HTM Area (ft Load Area (ft Load number (tuhlft - °F) (Btuh/fe) 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 n 4.81 0.47 0 0 0 0 0 0 0 0 t-G 61 C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 . W -G 61C 15811 -0wc -6 0.099 n 4.14 0.34 40 40 198 3 112 96 436 4 L 0.320 n 23.68 11.69 0 0 0 16 0 379 187 11 12F -Osw 0.065 e 4.81 0.47 0 0 0 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 D 71B 0190 e 14.06 3.51 0 0 0 0 0 0 0 15811-0wc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 61G 0.320 e 23.68 40.04 0 0 0 0 0 0 0 D 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 y/ 12F-Osw 0.065 s 4.81 0.47 0 0 0 0 0 0 0 L G 61C 0.320 s 23.68 21.58 0 0 0 0 0 0 0 W 15811-0wc-6 0.099 s 4.14 0.34 0 0 0 16 16 79 1 V�/ 12F-Osw 0.065 w 4.81 0.47 0 0 0 0 0 0 0 6 L D 61C 0.320 w 23.68 40.04 0 0 0 0 0 0 0 716 0.190 w 14.06 3.51 0 0 0 0 0 0 0 W 15611 -0wc-6 0.099 w 4.14 0.34 0 0 0 96 96 474 8 C 16B -38ad 0.026 - 1.92 1.09 0 0 0 0 0 0 0 F 21A -20t 0.027 - 2.00 0.00 60 5 12 0 168 28 336 0 i I 6 c) AED excursion -1 -34 Envelope loss /gain 317 2 1704 186 12 a) Infiltration 23 2 127 13 b) Room ventilation 0 0 0 0 13 Internal gains Occupants at 230 0 0 0 0 Appliances (0 1200 0 0 0 0 Subtotal (lines 6 to 13) 340 5 1830 179 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0% 340 5 1830 179 15 Duct bads -0% 0l�S W -0 0 -0% 0% -0 0 Total room load 340 5 1830 179 I Air required (cfm) i 13 0 72 15 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wra l- xt Right -Suite Residential 6. 0.106 RSR40340 200B-Mar-07 11:0020 C:\ Users\ Steve\ Documents\ wrightsoftware \biueoxstoneleigh.rrp Cale = MJS Orientation =W page 4 1 Job: stone Ieigh Rlght� orksheet Date: Mar 07 2008 # 1)N (Rest o H ouse) By: 1 Room name Room5 Room? 2 ( Exposed waft 62.0 ft 35.0 ft 3 Ceiling height 8,0 ft heat /cool 1 8.0 ft heat /cool 4 Room dimensions 1.0 x 457.0 ft 12.0 x 21.0 ft 5 Room area 457.0 ft2 252.0 ft Ty Construction U -value Or HTM Area (ft Load Area (ft Load number (Btuh /f1 - °F) (13tuh/ft or perimeter (ft) (Btuh) or perimeter (ft) (Bt ) Heat Cool Gross N!PJS Heat Cool Gross NIP /S Heat Cool 6 11 12F-Osw 0.065 n 4.81 0.47 0 0 0 0 168 168 808 80 1 --G 61 C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 . yJ 15811 -0wc -6 0.099 n 4.14 0.34 16 16 79 1 0 0 0 0 t-� 61C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 11 V et 12F-Osw 0.065 e 4.81 0.47 0 0 0 0 96 54 260 26 610 0.320 a 23.68 40.04 0 0 0 0 0 0 0 0 D 71B 0.190 e 14.06 3.51 0 0 0 0 42 42 591 148 W 15B11- 0urc -6 0.099 e 4.14 0.34 128 92 381 0 0 0 0 0 61 C 0.320 e 23.68 40.04 0 852 1441 0 0 0 0 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 yJ 12F -Osw 0.065 s 4.81 0.47 0 0 0 0 16 16 77 8 L.--G 61C 0.320 s 23.68 21.58 0 0 0 0 0 0 0 0 W 15B11-0wc -6 0.099 s 4.14 0.34 248 248 1225 21 0 0 0 0 W 12F-Osw 0.065 w 4.81 0.47 0 0 0 0 0 0 0 0 0 610 0.320 w 23.68 40.04 0 0 0 0 0 I-D 71B 0.190 w 14.06 3.51 0 0 0 0 0 0 0 0 W 15B11 -Owc -6 0.099 w 4.14 0.34 104 104 514 9 0 0 0 0 0 16B -38ad 0.026 - 1.92 1.09 0 0 0 0 252 252 485 275 F 21A-20t 0.027 - 2.00 0.00 457 62 913 0 0 0 0 0 6 c) RED excursion _ -35 -06 Envelope loss /gain 3965 1437 2220 440 12 a) Infiltration 280 28 633 64 b) Rowe ventilation 0 0 0 0 13 Internal gains: Occupants a 230 0 0 0 0 Appliances a 1200 0 0 0 0 Subtotal (lines 6 to 13) 4245 1466 2853 504 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4245 1466 0 2853 504 14 Subtotal 15 Duct loads -0°I° 0 % -0 0 -0% 0% -0 Total room load 4245 1466 2853 504 Air required (cfm) 166 123 112 42 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w rt UserslStevelD ument Right -Suite Residential 6.0.106 RSR40340 2008 -Mar -07 11 ' Ca ocuments\ vmghtsoftwa relblueoxstoneleigh .rrp Caic = MJ8 Orientation = W Page 5 RighttWorksheet 1 Job: stone leigh Date: Mar 07, 2008 ° = e • . (R of House) By: 1 Room name Room8 Room9 2 Exposed wall 26.0 ft 7.0 ft 3 Ceiling height 8.0 ft heat /cool 1 8.0 ft heat /cool 4 Room dimensions 12.0 x 12.0 ft 1.0 x 100.0 ft 5 Room area 144.0 ft= 100.0 ft2 Ty Construction U -value Or HTM Area (ftFi Load Area JP) Load number (Btuhtft? °F) (ER uhtft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cowl Gross NIP /S Heat Cool Gross N/P /S Heat Cool 6 VtJ 12F -Osw 0.065 n 4.81 0.47 96 96 462 46 0 0 0 0 t--G 61 C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 . VW 15811-0�c-6 0.099 n 4.14 0.34 0 0 0 0 0 0 0 0 t-G 61C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 11 Vr 12F -0sw 0.065 e 4.81 0.47 0 - 0 0 0 0 0 0 0 t l -t; 61C 0.320 a 23.68 40.04 0 0 0 0 0 0 0 0 D 71B 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 W 15B11-0wc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 0 61 C 0.320 a 23.68 40.04 0 0 0 0 0 0 0 0 L--D 71 B 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 yJ 12F -Osw 0.065 s 4.81 0.47 16 16 77 8 0 0 0 0 G 61C 0.320 s 23.68 21.58 0 0 0 0 0 0 0 0 W 15B11 -0wc -6 0.099 s 4.14 0.34 0 0 0 0 0 0 0 0 V�/ 12F-Osw 0.065 w 4.81 0.47 96 60 289 28 56 16 77 8 F - 61 C 0.320 w 23.68 40.04 36 0.190 w 14.06 3.51 0 852 1441 0 0 0 0 16 24 24 0 379 337 641 84 718 W 15B11 -Owc-6 0.099 w 4.14 0.34 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 - 1.92 1.09 144 144 277 157 0 0 0 0 F 21A -20t 0.027 - 2.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 392 178 Envelope loss /gain 1957 2073 793 911 12 a Inftttration 470 48 127 13 b) Ro om ven tilati on 0 0 0 0 13 Internal gains: Occupants 6 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 2427 2120 920 923 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2427 2120 920 923 15 Duct bads -0% 0% -0 0 -0% 0% -0 0 Total room load 2427 2120 920 923 Air required (cfm) 95 178 36 77 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wric� l -- 11r .cjrft Right -Suite Residential 6.0.106 RSR40340 2008 -Mar -07 11:00:20 C: Usersl StevelDocuments\ wrightsottware \blueoxstoneleigh.rrp Calc = MJ8 Orientation = W Page 6 Righ *Worksheet Job: stone feigh ,---, It ,, • (Rest of House Date: Mar 07, 2008 1 R oom name Room10 Rown11 2 Exposed wall 6.0 ft 9.0 ft 3 Ceiling height 8.0 ft heat /cool 1 8.0 ft heat /cool 4 Room dimensions 6.0 x 5.0 ft 9.0 x 9.0 ft 5 Room area 30.0 ft2 81.0 W Ty Construction U -value Or HTM Area (ft) Load Area 0 Load number (Btuh/ft - °F) (Btuh/ft or perimeter (ft) (tuh) or perimeter (ft) (Btuh) Heat Cool Gross N /PIS Heat Cool Gross N/PIS Heat Cod 6 V)( 12F-0sw 0.065 n 4:81 0:47 0 0 0 0 0 0 0 0 L-{; 61 C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 . Vf! 15B11 -0wc -6 0.099 n 4.14 0.34 0 0 0 0 0 0 0 0 L-� 610 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 1 1 12F -Osw 0.065 e 4.81 0.47 0 0 0 0 0 0 0 0 G 610 0.320 e 23.68 40 04 0 0 0 0 0 0 0 0 1 ---D 71B 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 W 15811 -0wc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 0 �-G 61C 0.320 a 23.68 40.04 0 0 0 0 0 0 0 0 t-- D 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 yJ 12F -Osw 0.065 s 4.81 0.47 _ 0 0 0 0 0 0 0 0 I--G 61C 0.320 s 23.68 21.58 0 0 0 0 0 0 0 0 W 15811 Owc 6 0.099 s 4.14 0.34 0 0 0 0 0 0 0 0 1:1 12F-Osw 0.065 w 4.81 0.47 48 39 187 18 72 72 346 34 610 0.320 w 23.68 40.04 9 0 218 368 0 0 0 0 n 718 0.190 w 14.06 3.51 0 0 0 0 0 0 0 0 15811 -Wrc-6 0.099 w 4.14 0.34 0 0 0 0 0 0 0 0 G 16B -38ad 0.026 - 1.92 1.09 0 0 0 0 0 0 0 0 F 21A -20t 0.027 - 2.00 0.00 0 0 0 0 0 0 0 0 1 1 6 c) AED excursion 107 -8 Envelope loss /gain 404 494 346 26 12 a) Infiltration . 11 163 17 b) Room ventilatn 0 0 0 0 13 Internal gains: Occupants a 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 513 505 509 43 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 513 505 509 43 15 Duct loads -0% 0% -0 0 -0% 0% -0 0 Total room load 513 505 509 43 Air required (cfm) 20 42 20 4 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w rm I')1 ft Right -Suite Residential 6.0.106 RSR40340 . 11:00:20 C:\Users\ Steve\ Documentsi wrightsoftware \blueoxst0neleigh.rrp Calc = MJB O = W Page 7 Job: stone leigh 4. ■ RighttWorksheet Job: Mar stone 07, Leigh ' ( o H ouse) By: 4r r 'f 1 Rowe name Rooml2 Room13 17.0 ft 11.0 ft 3 2 Cong Exposed wall height 8.0 ft heat /cool 1 8.0 ft heat /cool 4 Room dimensions 12.0 x 5.0 ft 12.0 x 11.0 ff 63.0 ft2 132.0 ft 5 Room area Ty Construction U -value Or HTM Area (W) Load Area (ft Load number (Btuh/ft °F) (Btuh!W) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross NIP /S Heat Cool 6 vy 12F-Osw 0.065 n 4.81 0:47 0 0 0 0 0 0 0 0 . L _G 61C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 V 611 11-0 0.099 n 4.14 0.34 0 0 0 0 0 0 0 0 �-G 61 15C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 11 t 12F -Osw 0.065 e 4.81 0.47 0 0 0 0 0 0 0 0 ►- G 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 71B 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 W 15B11 -0wc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 D 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 w 12F-Osw 0.065 s 4.81 0.47. 40 40 192 19 88 79 379 37 L-G 61 C 0.320 s 23.68 21.58 0 0 0 0 9 0 218 198 W 15811 -Owc -6 0.099 s 4.14 0.34 0 0 0 0 0 0 0 0 ‘16 61C 12F-Osw 0.065 w 4.81 0.47 96 96 462 46' 0 0 0 0 0 0.320 w 23.68 40.04 0 0 0 0 0 0 0 71B 0.190 w 14.06 3.51 0 0 0 0 0 0 0 0 W 15811-0wc -6 0.099 w 4.14 0.34 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 - 1.92 1.09 0 0 0 0 0 0 0 0 F 21A -20t 0.027 - 2.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -15 13 Envelope loss /gain 654 49 597 249 12 a) Infiltration 308 31 199 20 b) Room ventilati on 0 0 0 0 13 Internal gains: Occupants 6 230 0 0 0 0 Appliances Q 1200 0 0 0 0 Subtotal (lines 6 to 13) 962 80 796 269 Less external load 0 0 0 4 0 0 0 Less transfer 0 0 0 Redistribution y 0 0 80 796 269 14 Subtotal 15 Duct loads -0% 0% -0 0 -0% 0% -0 Total town load 962 80 796 269 7 31 23 Air required (cfm) - Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrnc 1-i tscs-Fe Right -Suite Residential 6.0.106 RSR40340 2008 -Mar -07 11.00:20 C.\ Users\ Steve\ Documents\ wrightsoftware\blueoxstoneleigh. rrp Calc = MJ8 Orientation = W Page 8 Ri htorksheet Job: stone leigh Date: Mar 07, 2008 (Rest of House) By: 1 Room name Room14 Room15 2 Exposed wall 33.0 ft 18.0 ft 3 Ceiling Might 8.0 ft heat /cod 8.0 ft heat /cool 4 Room dimensions 1.0 x 228.0 ft 1.0 x 375.0 ft 5 Room area 228.0 ft2 375.0 ft Ty Construction U -value Or HTM Area (ft Load number (Btuhtft °F) (Btuhtft or perimeter (ft) (Btuh) Area (ft) (Btuh) Heat Cool Gross N /P /S Heat Coo Grose N /P /S Heat Cod 6 yJ 12F-osw 0 065 n 4.81 0.47 16 16 77 8 0 0 0 0 i-G 61C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 . VI 15B11 -& c-6 0.099 n 4.14 0.34 0 0 0 0 0 0 0 0 I- G 61G 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 11 12F -Osw 0.065 e 4.81 0.47 128 97 467 46 144 67 320 32 - G 61C 0.320 e 23.68 40.04 31 0 734 1241 77 0 1835 3103 �- D 71B 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 hf --G 15811- 0rvc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 0 V � 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 f D 71B 0.190 e 14.06 3.51 0 0 0 0. 0 0 0 D 1(�1 12F -Osw 0.065 s 4.81 0.47 120 102 491 48 0 0 0 0 1---G 61G 0.320 s 23.68 21.58 18 0 426 388 0 0 0 0 W 15B11 -Owc -6 0.099 s 4.14 0.34 0 0 0 0 0 0 0 0 � 12F-0sw 0.065 w 4.81 0.47 0 0 0 0 0 0 0 0 U I-G 61C 0.320 w 23.68 40.04 0 0 0 0 0 0 0 0 t-D 71B 0.190 w 14.06 3.51 0 0 0 0 0 0 0 0 W 15B11 -0wc -6 0.099 w 4.14 0.34 0 0 0 0 0 0. 0 0 G 16B -38ad 0.026 - 1.92 1.09 196 196 377 214 322 322 620 352 F 21A-2C4 0.027 - 2.00 0.00 0 0 0 0 0 0 0 0 4 6 c) AED excursion -322 -122 Envelope loss /gain 2572 1624 2775 3385 12 a) Infiltration 597 61 326 33 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants f 230 0 0 0 0 0 0 0 0 Appliances @ 1200 Subtotal (lines 6 to 13) 3169 1684 3100 3398 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 3100 3398 14 Subtotal 3169 1684 15 Duct loads -0% 0% -0 0 -0% 0% -0 0 Total room load 3169 1684 3100 398 Air required (cfm) 124 141 121 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wI - htc,f Right -Suite Residential 6. RSR40340 2008 -Mar -07 11.00:20 CAUsers\Steve\ Documents\ wrightsofinware \blueoxstoneleigh_rrp Caic = MJ8 Orientation = W Page 9 Right Worksheet • Job: stone leigh Date: Mar 07, 2008 :ip t O (Rest of House) B 1 Room name Room6 2 Exposed wall 30.0 ft 3 Ceiling height 8.0 ft heat /cool 4 Room dimensions 1.0 x 468.0 ft 5 Room area 468.0 ft' Ty Construction U -value Or HTM Area (ft Load Area Load number (Btuh /ft °F) (Btuhtft or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N /P /S Heat Cool Gross N /PIS Heat Cod 6 '41 12F-Osw 0.065 n 4.81 0.47 0 0 0 0 1 -G 610 0.320 n 23.68 11.69 0 0 0 0 y( 15B11-0wc-6 0.099 n 4.14 0.34 0 0 0 0 L .G 610 0.320 n 23.68 11.69 0 0 0 0 11 VV 12F-Osw 0.065 e 4.81 0.47 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 -0 71 B 0.190 e 14.06 3.51 0 0 0 0 15B11-0wc -6 0.099 e 4.14 0.34 144 105 435 0 610 0.320 e 23.68 40.04 18 0 426 721 D 716 0.190 e 14.06 3.51 21 21 295 74 yl 12F-Osw 0.065 s 4.81 0.47 0 0 0 0 t- G 61C 0.320 s 23.68 21.58 0 0 0 0 W 15B11-0wc-6 0.099 s 4.14 0.34 0 0 0 0 tlt/ 12F-0sw 0.065 w 4.81 0. 0 0 0 0 610 0.320 w 23.68 40. 04 0 0 0 0 71B 0.190 w 14.06 3.51 0 0 0 0 W 15B11 -0.6 0.099 w 4.14 0.34 96 96 474 8 0 16B -38ad 0.026 - 1.92 1.09 0 0 0 0 F 21A-20t 0.027 - 2.00 0.00 468 30 935 0 1 6 c) AED excursion -28 Envelope loss /gain 2566 775 12 a) Infiltration 136 14 b) Room ventilation 0 0 13 Internal gains: Occupants CO 230 0 0 Appliances it 1200 0 0 Subtotal (lines 6 to 13) 2702 788 Less external bad 0 0 . Less transfer 0 0 Redistribution 0 0 14 Subtotal 2702 788 15 Duct bads -0% 0% -0 0 Total room load 2702 788 Air required (cfm) 106 66 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - . wrg t->ttsca-Fr Right -Suite Residential 6.0.106 RSR40340 2008 -Mar -07 11.00:20 CaUserstStevet Documents\ wrightsoftwaretblueoxstoneleigh .rrp Caic = MJ8 Orientation = W Page 10 RighttWorksheet Job: stone leigh ti a t i upstairs By e: Mar 07, 2008 1 Room name upstairs Room16 2 Exposed wall 1800 ft 8.0 ft 3 Ceding height 8.0 ft d 8.0 ft heat /cool 4 Room dimensions 9.0 x 6.0 ft 5 Room area 962.0 ft2 54.0 ft Ty Construction U -value Or HTM Area (ft Load Area (ft Load number (Btuhfft - °F) (Btuh /ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP /S Heat Cool Gross NIP /S Heat Coot 6 141 12F-Osw 0.065 n 4.81 0:47 384 353 1698 167 0 0 0 0 61C 0.320 n 23.68 11.69 31 0 734 363 0 0 0 0 W 15811 -owc-6 0.099 n 4.14 0.34 0 0 0 0 0 0 0 0 L. G 61C 0.320 n 23.68 11.69 0 0 0 0 0. 0 0 0 11 12F 0.065 e 4.81 0.47 336 336 1616 159 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 D 71B 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 15611-0wc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 12F -Osw 0.065 s 4.81 0.47 384 348 1674 165 48 48 231 23 61C 0.320 s 23.68 21.58 36 0 852 777 0 0 0 0 W 151311-0m-6 0.099 s 4.14 0.34 0 0 0 0 0 0 0 0 12F Osw 0.065 w 4.81 0.47 336 300 1443 142 16 16 77 8 --G 61C 0.320 w 23.68 40.04 36 ❑ 852 1441 ❑ 0 0 0 D 71B 0.190 w 14.06 3.51 0 0 0 0 0 0 0 0 W 15811 -0 c-6 0.099 w 4.14 0.34 0 0 0 0 0 0, 0 0 C 168 -38ad 0.026 - 1.92 1.09 962 962 1851 1051 54 54 104 59 F 21A -20t 0.027 - 2.00 0.00 474 96 947 0 0 0 0 0 6 c) AED excursion 414 -12 Envelope loss /gain 11668 4680 412 78 12 a) Infiltration 3256 330 145 15 b) Roan ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances CO 1200 0 0 0 0 Subtotal (lines 6 to 13) 14924 5010 5 92 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14924 5010 556 92 15 Duct bats 34% 71% 5122 3581 34% 71% 191 66 Total room Toad 20046 8581 747 158 Air required (cfm) 765 765 29 14 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -. wr- 111tcsft Right-Suite Residential 6.0.106 RSR40340 2008 -Mar -07 11:00:20 C:\ Users\ Steve\ Documents\ wrightsoftware \blueaxstoneleigh.rrp Cain = MJ8 Orientation = W Page 11 Right") Worksheet • Job: stone leigh Upstairs Date: Mar 07, 2008 Q By 11 Room name Room17 Room18 2 Exposed wall 32.0 ft 4.0 ft 3 Ceiling height 8.0 ft heat/cool 1 8.0 ft heat /cool 4 Room dimensions 1.0 x 160.0 ft 6.0 x 5.0 if 5 Room area 160.0 ft 30.0 ft Ty Construction U -value Or HTM Area (ft Load Area (ft Load number (Btuhtft? °F) (Btuh/ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N /P /S Heat Coot Gross N /P /S Heat Cod 6 W, 12F-Osw 0.065 n 4:81 0.47 32 32 154 15 0 0 0 0 t--G 61C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 . W 15B11-0Mc-6 0.099 n 4.14 0.34 0 0 0 0 0 0 0 0 L__G 61 C 0.320 n 23.68 11.69 0 0 0 0 0 0 0 0 11 W 12F -Osw 0.065 e 4.81 0.47 128. 128 616 61 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 15811-0wc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 yJ 12F -Osw 0.065 s 4.81 0.47 96 60 289 28 0 0 0 0 i---G 61C 0.320 s 23.68 21.58 36 0 852 777 0 0 0 0 W 15811-0wc -6 0.099 s 4.14 0.34 0 0 0 0 0 0 0 0 V}! 12F-Osw 0.065 w 4.81 0.47 0 0 0 0 32 32 154 15 I F - --G D 61C 0.320 w 23.68 40.04 0 0 0 0 0 0 0 0 71B 0.190 w 14.06 3.51 0 0 0 0 0 0 0 0 W 15B11 -Owc -6 0.099 w 4.14 0.34 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 - 1.92 1.09 160 160 308 175 30 30 58 33 F 21A -20t 0.027 - 2.00 0.00 0 0 0 0 0 0 0 0 I 6 c) AED excursion 98 -6 Envelope loss /gain 2219 1154 212 42 12 a) Infiltration 579 59 72 7 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants lit 230 0 0 0 0 Appliances (g 1200 0 0 0 0 Subtotal (lines 6 to 13) 2797 1213 284 49 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2797 1213 284 49 15 Duct bads 34% 71% 960 867 34% 71% 97 35 Total room load 3757 2079 381 84 Air required (cfm) ( 143 185 15 7 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. on✓1-11yhttrtFt Right -Suite Residential 6. 0.106 RSR40340 2008- Mar-07 11:00:20 C:\ Users\ Steve\ Documents\ wnghtsoftware \blueaxstoneleigh. Cafc = MJB Orientation = W Page 12 R ightiWorksheet • Job: stone leigh • Upstairs D; e: Mar 07, 2008 Y 1 Room name Room19 Room20 2 Exposed wall 44.0 ft 9.0 ft 3 Ceiling height 8.0 ft heat /cool 1 8.0 ft heat /cool 4 Room dimensions 13.0 x 14.0 ft 2 1.0 x 114.0 ft m 5 Roo area 182.0 ft2 114.0 ft Ty Constructer U -value Or HTM Area (W) Load Area (ft Load number (B4uh /ft -°F) (Btuh/ff or perimeter (ft) (tuh) or perimeter (ft) (huh) Heat Cool Gross NIP /S Heat Cool Gross N /P/S Heat Coot 6 i I 12F-0sw r °65 n 4.81 0.47 112 112 539 53 32 32 154 15 L-G 61 C r n 23.68 11.69 0 0 0 0 0 0 0 0 V�/ 15B11 -0wc r r-= n 4.14 11.6 0.34 0 0 0 0 0 0 0 0 0 G 61G n 23.68 9 0 0 0 0 0 0 0 1 1 12F Osw r e 4.81 0.47 1 04 1 04 500 48 40 40 192 19 61C o.no e 23.68 40.04 0 0 0 0 0 0 0 0 718 0.190 e 14.06 3.51 0 0 0 0 0 0 0 0 15B11-0wc -6 0.099 e 4.14 0.34 0 0 0 0 0 0 0 0 61C 0.320 e 23.68 40.04 0 0 0 0 0 0 0 0 71B • •0 e 14.06 151 0 0 0 0 0 0 0 0 4I L- 12F -Osw 0.065 s 4.81 0.47 32 32 154 15 0 0 0 0 G 61C • i s 23.68 21.58 0 0 0 0 0 0 0 0 W 15B11 -0wc-6 r •. • s 4.14 0.34 0 0 0 0 0 0 0 0 11 12F Osw w 4.81 0.47 104 68 327 32 0 0 0 0 G 61 C r r w 23.68 40.04 0 852 1441 0 0 0 0 L-D 71B r w 14.06 3.51 0 0 0 0 0 0 0 0 W 15B11 -0wc -6 0.099 w 4.14 0.34 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 1.92 1.09 182 182 350 199 114 114 219 124 F 21A -201 • • - 2.00 0.00 52 13 104 0 0 0 0 0 6 c) AED excursion 497 -20 Envelope loss /gain 2827 2287 566 139 12 a Infittration 796 81 163 17 b) Ro om ven 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances tt 1200 0 0 0 0 Subtotal (lines 6 to 13) 3622 2368 728 155 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3622 2368 728 155 15 Duct bads 34% 71% 1243 1693 34% 71% 250 111 Total room Toad 4866 4060 978 267 Air required (cfm) 186 362 37 24 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. warrlocchtc Right -Suite Residential 6,0 106 RSR40340 2008-Mar -07 11:00:20 G: \Users\Steve\ Documents\ wrightsoftware \blueoxstoneleigh.rrp Cale = MJ8 Orientation = W Page 13 RightWorksheet • Job: stone leigh Date: Mar 07, 2008 • , .. upstairs By: 1 I Room name Raom21 2 Exposed wall 83.0 ft 3 Ceiling height 8.0 ft heat /cool 4 Room dimensions 1.0 x 422.0 ft 5 Room area 422.0 ft Ty Construction U -value Or HTM Area (f1 Load Area Load number (Btuh /ft - °F) (Btuhlft or perimeter (ft) (Btuh) or perimeter Heat Cod Gross N /PIS Heat God Gross N /P/S Heat Cool 6 4/ 12F-Osw 0.065 n 4.81 0.47 208 177 851 84 . 1 ---G 610 0 0.320 n 23.68 11.69 31 0 734 363 . W 15B11-6 0.099 n 4.14 0.34 0 0 0 0 1-G 61C 0.320 n 23.68 11.69 0 0 0 0 11 12F-Osw 0.065 e 4.81 0.47 64 64 308 30 -G 610 0.320 e 23.68 40.04 0 0 0 0 ` D 71B 0.190 e 14.06 3.51 0 0 0 0 15811 -Owc-6 0.099 e 4.14 0.34 0 0 0 0 610 0.320 e 23.68 40.04 0 0 0 0 71B 0.190 e 14.06 3.51 0 0 0 0 yJ 12F-Osw 0.065 s 4.81 0.47 208 208 1000 99 t G 61C 0.320 s 23.68 21.58 0 0 0 0 1W 15B11-0wc-6 0.099 s 4.14 0.34 0 0 0 0 12F -Osw 0.065 w 4.81 0.47 184 184 885 87 610 0.320 w 23.68 40.04 0 0 0 0 D 71B 0.190 w 14.06 3.51 0 0 0 0 W 15811-0wc -6 0.099 w 4.14 0.34 0 0 0 0 G 16B -38ad 0.026 - 1.92 1.09 422 422 812 461 F 21A -20t 0.027 - 2.00 0.00 422 83 843 0 6 c) AED excursion -144 Envelope loss /gain 980 12 a) Infiltration 1501 152 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 6935 1132 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6935 1132 15 Duct loads 34% 71% 2380 809 Total room load 9316 1942 Air required (cfm) 356 173 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wri "tcaft Right -Suite Residential 6.0.106 RSR40340 2008- Mar -07 11:00:20 " C:\ Users\ Steve\ Documents\ wrightsottware \blueoxstoneleigh.rrp Calc = MJS Orientation = W Page 14 ■ • • Main floor t ', I; 1 i i r 4. z , E Y Job #: stone kigh Scale: 1 : 87 Performed for: Page 1 Blue Ox Right -Suite Residential 6.0.106 RSR40340 2008- Mar -07 11:02:04 C:\ Users \Steve \Documents\wrightso... • 41 , Basement ' , I i i i 1 Foom1 1 120 cfm 0 121 cfm 106 . m 72 cfm i 66 cfrn b" 1 Room6 6 „ Room5 Fo m2 6 „ 6 „ 166 cfm 13 cfm 6 I 4- 14x3.2 14x325 6 x 6 ' j 6 ,. 6 I b ,� ii 33 106 cfm I F - 2 cfm j Room4' 14x3.25 I 6" � i " � '- — 12x8 2 0x8 � 2x8 _,___, 1 2 X4ffixY 12x8 6 „ Job #: stone Leigh Scale: 1 : 87 Performed for Page 2 Blue Ox Right -Suite Residential 6.0.106 RSR40340 2008 - Mar -07 11:02 :04 C: \Users\Steve\ Do c ume nts \wrig htso.. . 1 • upstairs �i $ / Roorl7 R. » 85 m, / c7. $ g R oom2o 207 3 E em _ »\, `� ■ '4g, - ° } R oom / i R!@ ; R mmle ' Rm\ . . . . z . 1 81 G, $\ .... < ' �2 a, y \ : y1 ,_ —z s \ C2 a» le, , — . y E_ f » ! 3, ( \s` \ \ Room 21 j % 3 178 cm ° 4" Job stoneligh Scale: 1 :87 Performed for Page J Be a Right-Suite Residential 6.0.106 RSR40340 2008-Mar-07 11:02:04 o%s6Ste ve me_nkwr Ut. • 0 D uct System Summary Job: stone leigh ` . (Rest of House) r I Summary Date: Mar 07, 2008 4 x By: C NTRY if :rtAl A Ai, to -C ,t °a In P a � For: Blue Ox Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.18 / 0.10 in H2O 0.18 / 0.10 in H2O Lowest friction rate 0.091 in /100ft 0.091 in /100ft Actual air flow 1040 cfm 1122 cfm Total effective length (TEL) 309 ft 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 Room1 c 1436 86 120 0.106 6.0 Ox 0 ShMt 40.0 130.0 st2 Room2 h 340 13 0 0.112 6.0 Ox 0 ShMt 31.0 130.0 st2 Room3 h 1830 72 15 0.118 6.0 Ox 0 ShMt 23.0 130.0 st2 Room5 h 4245 166 123 0.115 6.0 Ox 0 ShMt 26.5 130.0 set Room7 h 2853 112 42 0.091 6.0 Ox 0 ShMt 49.0 150.0 st2A Room6 c 2120 95 178 0.119 6.0 Ox 0 ShMt 21.0 130.0 st2 Rooms c 923 36 77 0.113 6.0 Ox 0 ShMt 10.0 150.0 st2 Room10 c 505 20 42 0.000 0.0 Ox 0 ShMt 0.0 0.0 Room11 h 43 20 4 0.000 0.0 Ox 0 ShMt 0.0 0.0 Room12 h 80 38 7 0.000 0.0 Ox 0 ShMt 0.0 0.0 Room13 h 796 31 23 0.104 6.0 Ox0 ShMt 34.0 140.0 st1A Room14 c 842 62 71 0.101 6.0 Ox 0 ShMt 38.0 140.0 st1A Room14 -A c 842 62 71 0.101 6.0 Ox 0 ShMt 38.0 140.0 st1 Room15 c 1699 61 142 0.102 6.0 Ox 0 ShMt 36.0 140.0 st2 Room15 -A c 1699 61 142 0.101 6.0 Ox 0 ShMt 28.0 150.0 stl Rooms h 2702 106 66 0.101 6.0 Ox 0 ShMt 19.0 160.0 st2 Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1A Peak AVF 93 93 0.101 140 5.7 8 x 12 ShtMetl st1 st1 Peak AVF 382 429 0.101 643 10.0 8 x 12 ShtMetl st2 Peak AVF 580 641 0.101 961 11.6 8 x 12 ShtMetl st2A Peak AVF 112 42 0.091 168 6.2 8 x 12 ShtMetl st2 Bota6itakc values have been manually overridden Wrvghts®ft Right -Suite Residential 6.0.106 RSR40340 2008- Mar -07 11:00:42 C: \Users \Steve\ Documents\ wrightsoftware \blueoxstoneleigh.rrp Calc = MJ8 Orientation = W Page 1 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 rb2 Ox 0 597 798 93.0 0.107 631 12.5 4- 14x3.25 4 -10x36 SJSp 111 rb6 Ox 0 72 15 91.0 0.110 227 5.1 14x3.25 10x9 SJSp rt1 rb7 Ox 0 166 123 90.0 0.111 526 6.9 14x3.25 10x9 SJSp rt1 rb8 Ox 0 106 66 98.0 0.102 335 5.9 14x3.25 10x9 SJSp rt2 rb9 Ox 0 99 121 110.0 0.091 382 6.4 14x3.25 10x9 SJSp rt2 Ret m fl a Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 835 935 0.107 842 13.2 8 x 20 ShtMetl rt2 Peak AVF 205 187 0.091 308 7.8 8 x 12 ShtMetl - vv /ghtsOft Right -Suite Residential 6.0.106 RSR40340 2008 - Mar -07 11:00:42 C Documentslwrightsoftwarelb lueoxstoneleigh.rrp Cafc = MJ8 Orientation = W page 2 • 0 ! - Duct System Summary Job: stone leigh = HI _ 4 _ Upstairs Bate: Mar 07, 2008 For: Blue Ox Heati ng Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.18 / 0.10 in H2O 0.18 / 0.10 in H2O Lowest friction rate 0.145 in /100ft 0.145 in /100ft Actual air flow 765 cfm 765 cfm Total effective length (TEL) 193 ft Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Room16 h 747 29 14 0.168 6.0 Ox 0 VIFx 12.0 95.0 Room17 c 2079 143 185 0.159 8.0 Ox 0 VIFx 18.6 95.0 Room18 h 381 15 7 0.186 6.0 Ox 0 VIFx 2.0 95.0 Room19 -A c 2030 93 181 0.000 0.0 Ox 0 VIFx 0.0 0.0 Room19 c 2030 93 181 0.157 8.0 Ox 0 VIFx 15.0 100.0 Room20 h 978 37 24 0.180 6.0 Ox 0 VIFx 5.0 95.0 Rocm21 -A h 4658 178 86 0.161 8.0 Ox 0 VIFx 12.0 100.0 Room21 h 4658 178 86 0.145 8.0 Ox 0 VIFx 24.0 100.0 h r4 � � a ,u. 1 -� , . , ........ -, .�....«.r. -. ,<., ,... .. F. n s. �a s,..:s.. m F-,.. � .. Grill Htg C!g TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 356 173 65.7 0.152 652 10.0 Ox 6 VIFx rb4 Ox 0 186 207 67.8 0.147 592 8.0 Ox 6 VIFx rb5 Ox 0 223 385 68.6 0.145 491 12.0 Ox 6 VIFx w rig htscrft Right -Suite Residential 6.0.106 RSR40340 2008- Mar-07 11:00;42 C; \Users \Steve\ Documents\ wrightsofware\blueoxstoneleigh. rip Calc = MJ8 Orientation = W Page 3 . . ........ 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