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BP, CO & DOCS - 02-00079 - Dr Heiner Office - Addition
CITY OF REXBURG ISSUED BUI111)11 NAME: p (ra- (1/- r ti e, r PERMIT # 1t- -- l Z O FOR THE CONSTRUCTION OF: Di-1 cam., ficIA o t^-� JOB ADDRESS: 2 yp GENERAL CONTRACTOR: Thf . C . This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexburg. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg Building or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved Is Buil Ing ector THIS PERMIT MUST BE PROMINENTLY DISPLAY ' AT THE B NG SITE THE BUILDING MAY NOT BE OCCUPIED OR USEDWITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY . NOTICE 1) A complete set of approved drawings along with permit must be kept on the premises during construction. 2) The permit will become null and void in the event of any deviation from the accepted drawings. 3) No foundation, structural, electrical, nor plumbing work shall be concealed without approval. No work shall be done on any part of the building beyond the point indicated in each successive inspection without approval. No structural framework of any part of the building or any underground work shall be covered or concealed without approval. INSPECTION RECORD BUILDING 1st Layout 2nd Footing 3rd Foundation 4th Truss 5th Framing 6th Drywall 7th Sidewalk 8th Final 9th Occupancy ELECTRICAL 1st Groundwork 2nd Rough -in 3rd Final PLUMBING 1st Trench 2nd Service Connection 3rd Rough -in 4th Heat Cable 5th Final DATE APPROVED For Inspections CaII 359.3020 24 Hour Notice A CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTIONS. CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R- o2 -12 -01 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 Site address: 240 East Main Street Use and occupancy: Medical Offices Type of construction: Brick Design occupant load: Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Craig Heiner 240 East Main Street Rexburg, Idaho 8344o Contractor: Craig Heiner Special conditions: Occupancy: ❑ Full ❑ Partial ❑ Temporary This certificate, issue() pursuant to the requirements of Section 109 of the International Buil()ing Cale, certifies that, at the time of issuance this building or at portion of the building that was inspecte() on the ()ate listed was found to be in compliance with the requirements of the code for the group an division of occupancy an the use for which the propose() occupancy was classified. C.O. Issued by: Building Official There shall be no future 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 Builditg Offi al has revi 'wed and approved said future chan :es. a ;qv& 'L ire Department Water Department State of Idaho Electrical Department - (208 - 356-4830) ❑ Merlin Webster BUIL G PERMIT APPLICA REXBURG, ID DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDER STRUCTURE: ❑ RESIDENCE FOOTINGS CRETE ❑ MASONRY 0 OTHER REMARKS: VALUE FEE PAID BUILDING INSPECTOR 0 NEW tN COMM. ON FOUNDATION 0 CONCRETE p MASONRY 0 OTHER BASEMENT PARTIAL 0 NO FLOORS ' JI$WOOD 0 CONCRETE 0 OTHER EXT. WALLS O WOOD ri4AASONRY ▪ CONCRETE O VENEER ❑ METAL 0 STUCCO INT. WALLS O WOOD p MASONRY . 0 CONCRETE ,DRYWALL p PLASTER CI TILE CEILING ROOF ❑ BUILT UR G OOD SH. O COMP. SH. 0 TILE O ROLL ROOF. 0 METAL HEAT litGAS 0 OIL 0 COAL 0 FIREPLACE 0 ELECTRIC This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning egulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. DEPARTMENT OF BUILDING & ZONING ARCHITECT 5 r O REMODEL <p ADDITION O EDUCATIONAL 0 GOVT 0 RELIGIOUS O CASH p CHECK JOB ADDRESS 0 REPAIR 0 FENCE ❑ PATIO APPLICANT DATE ADDRESS PHONE DESIGNER 0 RENEWAL O CARPORT WHITE Copy CANARY — Building Department's Copy PINK Assessor's Copy GOLDENROD - Inspector O FIRE DAMAGE O GARAGE 0 AWNING INSULATED p'WALLS O'sCEILING p FLOORS 0 PERIMETER Date of Application 7(1 ( °Z- Permit No. R Q -- 1 O OWNER Name Q Ire 4e- t h,:eAl Site Address eke - -c Mailing Address 2,2" 4°11"1 _TA y 3 'ty City /State /Zip Telephone/Fax/Mobile 3 5 Y d CONTRACTOR Name Mailing Address City /State /Zip Telephone/Fax/Mobile PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: Is existing use compatible with zoning, (screening parking, etc When was this building last occupied Architect/ Engineer Firmvt (/uAxiYo^Y� a Name Subdivision Circle One Residential Commercial Educational Government Remodel Other Circle One New House Addition/Remodel to House New Comme Commercial Remodel Circle One Basement: None/ Finished / Unfinished r: None/ Patio/ Carport/ Awning N/A Lot Square Footage/E3 ) 6, PO - Lot Width Square Feet 6o b 6 age Square Number Stories 2-{— Feet " ` eight of Building ? �� �`s s� �� se �forD Rio It n1e13usinesi4 mnen Co Other Will there be an apartment? Total Estimated Cost 3 78, 33 Signature of Applicant Zone Code Building Type Signature of Inspector Issued by APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO CITY OF REXBURG DEC 9 2002 PAID CASH $ CHECK$ Lot If so, how many units Building Permit Fees Plan Check Fees Block Are you in a flood plain *** *********** **** *********** **** *********** *** ************ *** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** A , W3 ,a33, Plumbing Permit Fees //1' i Di Permit Fees Water & Sewer Fees / .25 i Front Footage Fee TOTAL $ © li l t, PI Rough Plumbing Septic Tank Fixtures Water Piping Complete Sewer CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES Name Plumbing Permit $ Address Tel. ` Sewer Inspection $ Lot Blk. Add. Inspection of Pipe $ Inspection of Fixtures $ $ PLUMBER Name Address Tel. NATURE OF INSTALLATION Use Bath Tubs Showers Laundry Trays Wash Basin Toilet Skip Sinks Kitchen Sinks Floor Drain Drinking Fountains Mater Softeners Dish Washing Mach. Ckothes Washer DESCRIPTION OF WORK Urinal Sink Trap Water Heater Other Lamm Sprinklers TOTAL $ Received: Date By INSPECTOR'S RECORD N CITY OF REXBU DEC 9 2002 Rough Plumbing Sewer Other Finish Plumbing INSR NAME 7 Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Cove:Tinos: Plurnbing : Heating; Electrical: Roof Trusses: Floor / Ceiling Joistz: Cabinet: sidinclExterio= SUBCONTRArTOR LIST SPECLAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) NOTICE IS HEREBY GIVEN, that a Public Hearing will be held before the Planning & Zoning Commission of the City of Rexburg, Idaho, Thursday, November 07, 2002, at 7:05 p.m., in the City Council Chambers of the City Building at 12 North Center, Rexburg, Idaho, regarding a zone change from LDR1 (Low Density Residential) which includes a Professional Overlay District to CBD (Central Business District). The said property is part of the Block One of the Rigby Addition which includes the Professional Plaza in Rexburg, Madison County, Idaho, and more particularly described as follows: At such hearing the Planning and Zoning Commission will hear all persons and all objections and recommendations relative to such proposed approval. The City Clerk will also accept written comments at City Hall prior to 4 :00 p.m. on November 06, 2002. This notice is given pursuant to the provisions of Section 67 -6509 and 67 -6511 Idaho Code, and all amendments thereof. DATED this 4th day of October, 2002. (SEAL) NOTICE OF PUBLIC HEARING Parcel 1: Commencing at the Northeast corner of Lot 3 of the Rigby Addition in the City Rexburg, Madison County, Idaho, and running thence West 165.0 feet, thence South 165.0 feet, thence West 98.25 feet, thence South 345.0 feet, thence East 1.25 feet, thence South 85.0 feet, thence East 3.0 feet, thence South 65.0 feet, thence East 143.5 feet, thence North 116.50 feet, thence East 115.5 feet, thence North 543.5 feet to the point of beginning. Parcel 2: Lots 1,2,6,7, and lot 8 of Block 1 of the Rigby Addition in the City of Rexburg, Madison County, Idaho. Published: October 07, 2002 November 04, 2002 CITY OF REXBURG By Blair D. Kay, City Cler Dr. Heiner addition The following items are based on *main floors 2360 sf *upper floor 1954sf = Total of 4314 sf for the addition *basement for storage only "No occupancy" (not counted) *`B" Occupancy classification *V -N construction V' Parking 22 as per plans Zoning Ord. Table 3 pg45 4314 sf addition (2060 +1954 =4314) 1899 sf existing +/- 6213 sf of building (� Requirements 5spaces per 1000 sf 5 X 6 = 30 + 1 = 31 spaces required For this building you need 9more spaces but 30% green space rule already over by 1442.5 sf (Total area =20625 green area as per plans= 4745sf +/- required green 6187.5sf (short by 1442.5sf) y ccessible parking 26 to 50 spaces requires 2 accessible spaces 97 UBC App` Ch 11 Table A -11 -A X Basement windows in the back need to be fire rated with frame due to the proximity to j the property line. Table 5 A Occupancy and Egress 97 UBC Ch 10 Sec 1003.2.2 6 chairs with 1 Dr. and 1 tech = 8 plus 1 Accounting plus 1 reception plus 2 waiting area for a total of 12 requiring 2 Exits 2. 2178 sf /240 = 9.075 not requiring 2 exits suggestion move door to hallway from exam room but not required Sec 1004.2.2 exc. 3 , l evator requires venting 3.5 % of elevator area or 3sf minimum - 97 UBC App chapter 30 section 3004 oor #3 between the elevator lobby and the vestibule should swing in the direction of travel for egress. (not required - occupant load 50 or more but good practice) 97 UBC chapter 10 sec 1003,3.1.5. eed Truss and Floor Calc sheets iv load and 80 mph wind for trusses Sum . Parking cannot meet requirements 2. 30% minimum green cannot meet requirements 3. Without upper floor, parking can be met but not green space. Jon Berry Building Inspector SEF' -14 -2 01:07 For Value Received Petersen Enterprises, a Limited E4-712.A, kAtere' • the grantors , do hereby grant, bargain, eel] and convey unto Dr. D. Craig Heiner and Deborah Ann Reiner, husband and wife ef •*k L/ 491 ) 3 - e the grantee a, the tollowing described premieee, i11LRl7Ai....... County Idaho, to wit: whose current address is 1. PARCEL 1: Lot --- m id 2, Block 6 of the Professioaa1 Plaza' Hodificatinn Plat, a portion of Block 1, of the Rigby Addition to the City of Rexburg. Madison County, S ate of Idaho, as per the recorded plat thereof. � :,; PARCEL 2: if t2 - s f• f' r. • Commencing at the Northeast corner of Lot 2, Block 1, of the Rigby Addition to the City of Rexburg, liadison County, State of Idaho, and running thence West 561 feet; thence South 165 fast; thence at 561 feet; thence North 165.feet th the point of beginning. t . 8004R PC / 0 f.3 0 I21 TO HAVE AND TO HOLD the as p emiaes, with their appurtenances their heirs and wigtte forever. And the said Grantors do with the said Grantee e, that they are the owners In fee dimple of said from all incunibrances except matters of public record Partnership the Y will warrant and defend the same from all lawful claims whatsoever. August 26, 1985 tarp !MS a Limited Partnership by etersen, enera General Partner ar nes 4 � A.'t'E, Op' IDAHO, COUNTY OP 'n tests • silly of , ill , ne ice, a rsotary ptbilo In and for Kali State, ?ereonally tare n to me to be the person whose name bed to the within %ettumemm. and aekxiowIngiu.,.1 P . 4 1 `7;g/O1 01.01 9, unto the said Grantees , hereby covenant to And premises; that they are free kneaama County yffku 33 V3 33 S.Wenfp of Medb�, 1 huraty 1lfy f.,a+ thoiwtlhin tnttrumnt wo• hied anti trcareld Int rail �1G Foe 5 al Partner artner ctts The following items are based on *basement and main floors 2178sfx2 *upper floor 1964sf = Total of 6102 sf for the addition *"B" Occupancy classification *V -N construction Parking 22-as per plans Zonng Ord.Table 3 pg45 6102 sf addition (2178x2 +1746 =6102) 1964 sf existing +/- 8066 sf of building Requirements 5spaces per 1000 sf 5 X 8 = 40 40 spaces required For this building you need 19 more spaces Total area =16875 green area as per plans = 5554 + /- (30 % = 5062sf) OVER Parking cannot meet requirements Accessible parking 26 to 50 spaces requires 2 accessible spaces 97 UBC App Ch 11 Table A -11 -A /houe i/ bcfwe'•ri i t° 'e-cD Basement windows in the back need to be fire rated with frame due to the proximity to the property line. Table 5 A Occupancy and Egress 97 UBC Ch 10 Sec 1003.2.2 1. 6 chairs with 1 Dr. and 1 tech = 8 plus 1 Accounting plus 1 reception plus 2 waiting area for a total of 12 requiring 2 Exits 2. 2178 sf /240 = 9.075 not requiring 2 exits suggestion move door to hallway from exam room but not required Sec 1004.2.2 exc. 3 Elevator requires venting 3.5 % of elevator area or 3sf minimum - 97 UBC App chapter 30 section 3004 Door #3 between the elevator lobby and the vestibule should swing in the direction of travel for egress. (not required - occupant load 50 or more but good practice) 97 UBC chapter 10 sec 1003.3.1.5. Need Truss and Floor Calc sheets 35# Live load and 80 mph wind for trusses It/LC ,J16 /Mad Pry ‘// 350 'gFD /-1-eou6(2--- STOCK COMPONENTS 1A PEDERSON ST. IDAHO FALLS .Phone: 208- 528 -2309 Fax: 208- 528 -2320 Project: Model: Contact Site: Name: Phone: Fax: Tentative Delivery Date: Block No: Lot No: Office: To: 2ND FLOOR Deliver To: Delivery List Job Number: Page: Date: Project ID: Account No: 296316591 Designer: BOB Salesperson: Quote Number: 1 04 -30 -2003 - 1:27:20 PM F1946B Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 11 F1 114 Ibs. each 4 F10 15 -3 -8 FLOOR 1 -4 -0 0 -0 -0 0 -0 -0 F11 105 lbs. each 131 Ibs. each 1 F12 4 F13 2 F2 1 F2G F3 5 F7 13 F8 3 F9 96 lbs. each 16 lbs .each F1G 65 lbs. each F3G 12 lbs. each F4 172 lbs. each 48 Ibs. each 169 Ibs. each 74 lbs. each 3 F5 F6 32 Ibs. each 65 lbs. each 151 Ibs. each 100 lbs. each 98 Ibs. each 21 - 11 - 0 FLOOR 19 - - FLOOR 12 - - FLOOR 2 - - FLOOR 21 -4 -12 FLOOR 24 -11 -0 FLOOR 15 -5 -0 FLOOR 24 - 6 - 8 FLOOR 3 - - FLOOR 14 -1 -0 FLOOR 4 - 11 - 4 FLOOR 9 - - FLOOR 21 - - FLOOR 15 - 8 - 0 FLOOR 15 - - FLOOR 1 -4 -0 0 -0 -0 0 -0 -0 1- 4- 00 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1- 4- 0'0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 2 -0 -8 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 1 -4 -0 0 -0 -0 0 -0 -0 F2G Job Truss TrussType F1946, F1 FLOOR Anderson Components - IF, IdTo Fall, [D 83403, BOB 8x18 1 27 25 Pldf Offsefs (X,Y): [1 LOADING (psf) TCLL 60.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS OTHERS LOAD CASE(S) Standard 2 -0 -0 2 -2 -14 2 -0 -0 2 -2 -14 1 -7 -14 2 -0 -0 1 -7 -14 3x8 4x6 2 4x6 3x4 FP__ 3x6 3 2930 4 5 31 6 TQ �N2 Wh W 1 V1F1 \W2 W-1 W3 id11 B1 ! 1 24 2311 -2 -12 22 21 1.5x4 6x18 - 1.5x4 1.5x4 6x18 4 -7 -6 2 -6 -0 4 -11 -14 6 -11 -14 9 -1 -6 Qty Ply IF /MADISON CfINFC 2 /TDGJ[DTP 11 H Job Reference (optional) 5.000 s Feb 2000 MiTek Industriejnc. Wed Apr 30 13:19:29 2000 Page 1 3x4 FP - 8x18 -- 3x6 4x6 4x6 3x6 8x10 32 33 34 35 8 9 369_ 10 3839 4011 41 421243 44 13 1- 1 W A11W1 W?/ /r/V1 2 -0 -0 20 5x5 19 18 17 3x6 FP 6x12 -- 1.5x4 : B2 16 15 14 1.5x4 4x -- 3x4 11 -7 -4 13 -6 -2 15 -7 -10 17 -7 -10 8 -3 9 -6 -8 21 -9 -8 21 -9 -8 Edge,0 -3 -0], [a:0- 3- 0,Edge], [4:0- 3- 0,Edge], [10:0- 3- 0,Edge], [11T0- 3- 0,Edge], [13:0- 3 -0,Edg ), [T5:0- 3- 87Edge]T[25TEdge,0 -0 -12] SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code IRC2000 CSI TC 0.93 BC 0.99 WB 0.93 (Matrix) 4 X 2 SPF 1650F 1.5E 4 X 2 DF 2400F 2.0E *Except* B2 4 X 2 SPF 2100F 1.8E 4 X 2 SPF Stud /Std `Except` W2 4 X 2 SPF No.2, W3 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W3 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W4 4 X 2 SPF No.2 W2 4 X 2 SPF No.2, W4 4 X 2 SPF No.2 4 X 2 SPF Stud /Std DEFL in (loc) I /defl Vert(LL) -0.29 23 -24 >467 Vert(TL) -0.32 23 -24 >423 Horz(TL) 0.04 14 n/a 1st LC LL Min I /deft = 360 BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 14= 774/0 -5 -8, 26= 889/0 -4 -0, 20= 1974/0 -5 -8 Max Grav14= 1669(Ioad case 13), 26= 1608(Ioad case 4), 20= 2299(Ioad case 9) FORCES (lb) - First Load Case Only TOP CHORD 25- 26 =14, 1 -26= -875, 13- 14 = -757, 1 -27= -1310, 2 -27= -1310, 2 -28= -1310, 3 -28= -1310, 3 -29= -1741, 29- 30= -1741, 4 -30= -1741, 4 -5= -940, 5 -31= -940, 6 -31= -940, 6 -32= -940, 32- 33 = -940, 7 -33= -940, 7 -34= -484, 34 -35= -484, 8 -35= -484, 8- 9 = -484, 9- 36 = -484, 36 -37= -484, 10- 37 = -484, 10- 38= -1292, 38- 39= -1292, 39- 40= -1292, 11 -40= -1292, 11- 41= -1042, 41- 42= -1042, 12- 42= -1042, 12- 43= -1042, 43- 44= -1042, 13 44 1042 BOT CHORD 24 -25 =2, 23 -24 =1741, 22 -23 =1741, 21 -22 =1741, 20- 21 = -523, 19- 20 = -544, 18 -19 =1292, 17 -18 =1292, 16 -17 =1292, 15 -16 =1292, 14 -15 =0 WEBS 3- 23 = -9, 4 -22 =100, 10- 17 =89, 11- 16 = -9, 7 -20= -1896, 1 -24 =1504, 2 -24= -431, 3 -24= -493, 4 -21= -942, 6 -21= -293, 7 -21 =1665, 10- 19 = -950, 8- 19 = -227, 7 -19 =1259, 13 -15 =1215, 12 -15= -375, 11 -15= -311 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 26 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) This truss has been designed to carry a concentrated load of 2000.0Ib over a space 2 -6 -0 square, anywhere on the top chord. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. PLATES M 1120 Weight: 116 lb GRIP 197/144 Scale = 1:40.0 Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: 10 -0 -0 oc bracing: 14 -15. J b Truss Truss Type F1946. F11 FLOOR . Anderson Components - IF, Idaho Fdl15,1D 83403, BOB 8x10 1 c o o (0 3x6 LOADING (psf) TCLL 60.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 4 X 2 BOT CHORD 4 X 2 WEBS 4 X 2 OTHERS 2 - 0 - 0 LOAD CASE(S) Standard 3x6 6x10 -_- 17 2 18 19 20 3 W1 W2 rt4 8x18 6 -9 -0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code IRC2000 2 -3 -0 13 6x8 -- 2 -3 -0 6 -4 -8 6 -9 -0 8 -9 -0 8 -10 -8 12 -9 -8 15 -6 -8 Plate Offsets (X,Y): [1 :Edge,0 -3 0], [870- 7= 8,Edge], [ 12:0- 1- 8,Edge], [13:0- 1- 8,Edgel CSI TC 0.77 BC 0.93 WB 0.94 (Matrix) DF 2400F 2.0E SPF 1650F 1.5E SPF Stud /Std *Except* W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W3 4 X 2 SPF No.2 W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W4 4 X 2 SPF No.2 4 X 2 SPF Stud /Std 3x6 2 -0 -0 1 -9 -8 21 4 22 245 25 26 6 27 28 29 2 -0 -0 B Qty Ply IF /MADISU CIJN1C 2/7 DG (ID) P - 13 1 Job Reference (optional) 5.000 s Feb 6 2003 MiTek Industnes, lnc�/e 613:19:30 2003 Page 1 3x6 6x10 -_ W4 W4 > DEFL in (loc) I /defl Vert(LL) -0.42 13 -14 >433 Vert(TL) -0.48 13 -14 >376 Horz(TL) 0.04 16 n/a 1st LC LL Min I /defl = 360 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 15= 1272/0 -5 -8, 16= 1335/0 -5 -8 Max Grav15= 1841(load case 4), 16= 1782(load case 10) FORCES (Ib) - First Load Case Only TOP CHORD 1 -15= -1261, 10- 16 =17, 8 -16= -1318, 1 -17= -1967, 2 -17= -1967, 2 -18= -1967, 18- 19= -1967, 19- 20= -1967, 3 -20= -1967, 3 -21= -3777, 4 -21= -3777, 4 -22= -3777, 22- 23= -3777, 23- 24= -3777, 5 -24= -3777, 5 -25= -3777, 25- 26= -3777, 6 -26= -3777 , 6 -27= -2088, 27- 28= -2088, 28- 29= -2088, 7 -29= -2088, 7 -30= -2088, 8 -30= -2088, 8 -9 =0 BOT CHORD 14- 15 = -0, 13 -14 =3114, 12 -13 =3777, 11 -12 =3174, 10 -11 =3 WEBS 4 -13= -307, 5 -12= -334, 1 -14 =2266, 2 -14= -348, 3 -14= -1341, 3 -13 =754, 8 -11 =2356, 7 -11= -378, 6 -11= -1269, 6 -12 =727 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) This truss has been designed to carry a concentrated load of 2000.0lb over a space 2 -6 -0 square, anywhere on the top chord. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 3x6 PLATES M1120 Weight: 102 Ib 8x18 -- 7 30 8 9 6 -2 -0 12 11 10 6x6 8x18 3x6 15 -2 -5 15 -6 -8 GRIP 197/144 Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: 6 -0 -0 oc bracing: 10 -11. Scale = 1:28.0 Jdb Truss Truss Type Qty PV IF /MADISON CLINIC 2/7 DG (TDj P F1946. F12 FLOOR 6 1 Job Reference (optional) . Anderson Components - IF, Idaho Falls, ID 83403, BOB 5.000 s Feb 6 2003 MiTek Industrle lr ed Apr 30 13:19:31 2003 Page 1 6x6 3x6 1 21 22 2 23 ao ° W \W2 W1 W 3x4 2 - 0 - 0 1 - 4 - 0 3 -10 -t8 17 5x10 - 6x8 6x18 - 3x6 8x8 - 3x6 243 252627 4 28 29 5 T1 6 303132 337 34 35 8 36 37 38 9 39 10 11 ''- ao W1 5 W1 W-1 W6/ 2 W1 W - (l1/1 °' o 2-0-0 o to`- 8 16 5x10 1 - 4 - 4 2 - 0 - 0 1 - 9 - 8 B1 / 2-3-0 3 10 -0 5 -11 -8 9 -5 -4 9-6-12 11-6-12 1 178-4 18 -4 -4 Pla - Offsets (X,Y): [6:0-3-0,0-0-01 [10:0- 7- 8,Edge] [14 0 1- 8,Edge] [15:0 -1 -8 Edge], [19 :Edge,0 -1 -8) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft TCLL 60.0 Plates Increase 1.00 TC 0.93 Vert(LL) -0.42 13 -14 >402 TCDL 15.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.49 13 -14 >344 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.01 20 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min I /defl = 360 LUMBER BRACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD BOT CHORD 4 X 2 DF 2400F 2.0E BOT CHORD WEBS 4 X 2 SPF Stud /Std *Except* W2 4 X 2 SPF No.2, W3 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W5 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W4 4 X 2 SPF No.2, W4 4 X 2 SPF No.2 OTHERS 4 X 2 SPF Stud /Std LOAD CASE(S) Standard 3x6 6x6 3x6 8x18 6 -2 -0 15 14 __ - - _ 43__ 12 5x6 4x4 - 6x18 1.5x4 15 -7 -4 REACTIONS (Ib /size) 19 =- 72/0 -7 -4, 20= 1157/0 -5 -8, 17= 2000/0 -5 -8 Max UpIift19=- 1067(Ioad case 10) Max Grav19= 1013(load case 6), 20= 1738(Ioad case 14), 17= 3081(Ioad case 19) FORCES (Ib) - First Load Case Only TOP CHORD 1- 19 =92, 12 -20 =7, 10- 20= -1150, 1 -21 =383, 21 -22 =383, 2 -22 =383, 2 -23 =383, 23 -24 =383, 3 -24 =383, 3 -25= -759, 25- 26 = -759, 26- 27 = -759, 4 -27= -759, 4 -28= -776, 28- 29 = -776, 5 -29= -776, 5 -6= -2600, 6 -30= -2600, 30 -31= -2600, 31- 32= -2600, 32- 33= -2600, 7- 33= -2600, 7- 34= -2600, 34- 35= -2600, 8 -35= -2600, 8 -36= -1679, 36- 37= -1679, 37- 38= -1679, 9- 38= -1679, 9- 39= -1679, 10- 39= -1679, 10 -11 =0 BOT CHORD 18- 19 = -0, 17- 18= -1078, 16- 17 = -961, 15 -16 =1939, 14 -15 =2600, 13 -14 =2434, 12 -13 =1 WEBS 6 -15= -502, 7 -14= -110, 3 -17= -1947, 1 -18= -446, 2 -18= -313, 3 -18 =899, 4 -16= -354, 5 -16= -1366, 5 -15 =901, 10 -13 =1917, 9- 13 = -357, 8- 13 = -895, 8 -14 =202, 3 -16 =2044 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 20 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1067 Ib uplift at joint 19. 4) This truss has been designed to carry a concentrated load of 2000.0Ib over a space 2 -6 -0 square, anywhere on the top chord. 5) Uplift for first LC exceeds limits 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. PLATES MI120 Weight: 103 Ib GRIP Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 6 -0 -0 oc bracing. 18 -0 -1 18 -4 -4 197/144 Scale = 1:33.1 Job Truss Truss Type Qty -Pty 1F7MADISOlTCLINIC 277 OD) P F19464 F14 1 FLOOR 11 1 Anderson Components -1F, Idaho Falls, ID 83403, BOB 5 Job Reference (optional) ' P 000 sFeb 6 203 MiTek >nc Wed W30 13:19:32003 Page 1 col 9 2 -0 -0 8x10 3x6 12x12 3x6 6x6 - 3x6 3x6 8x16 MII20H- 3x6 i 8x18 36 10 11 \ \ %% W2 V 1 W22 3 W1 2-0-0 W1 W i \W\ VI 11 W 1 0 W1\ W2 W1 W \ r rn \ f / 61 eD 1 1 20 2 21 22 23 3 24 25 4 26 27 18 17 3x6 8x18 -_ LOAD CASE(S) Standard 16 6x12- 1 -2 -0 2 -0 -0 1 -9 -8 1 -10 -8 5 T1 6 28 29 307 31 32 8 33 34 35 9 15 5x6 14 8x8 12 3x6 6 -2 -0 13 6x10 2 -3 -0 6 -4 -8 9 -8 -0 9-9-8 11 -g - g 11-11-0 15 - - 18 - - 18 - - 18 -7 -0 Plate - Offsets (X,Y): [1:Edge,0 -3 -0], [6 :0- 3- 0,0 -0 -01 [f0 :0- 7- 8,Edge], [14:0- 1- B,Edge], [15 :0-3- 0,,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.52 15 -16 >417 M1120 197/144 TCDL 15.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.62 15 -16 >345 MII20H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.04 19 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min I /deft = 360 Weight: 133 Ib LUMBER R BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: WEBS 4 X 2 SPF Stud /Std *Except* 6 -0 -0 oc bracing: 12 -13. W2 4 X 2 SPF No.2, W24X2 SPF No.2, W2 4 X 2 SPF No.2 W2 4 X 2 SPF No.2, W5 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W4 4 X 2 SPF No.2, W5 4 X 2 SPF No.2 OTHERS 4 X 2 SPF Stud /Std REACTIONS (Ib /size) 18= 1520/0 -5 -8, 19= 1603/0 -4 -0 Max Grav18= 1935(load case 4), 19= 1860(load case 21) FORCES (Ib) - First Load Case Only TOP CHORD 1 -18= -1499, 12 -19 =4, 10- 19= -1575, 1 -20= -2385, 2 -20= -2385, 2 -21= -2385, 21- 22= -2385, 22- 23= -2385, 3 -23= -2385, 3 -24= -5025, 24 -25= -5025, 4 -25= -5025, 4 -26= -5025, 26- 27= -5025, 5 -27= -5025, 5 -6= -5171, 6 -28= -5171, 28- 29= -5171, 29- 30= -5171, 7- 30= -5171, 7- 31= -5171, 31- 32= -5171, 8- 32= -5171, 8- 33= -2383, 33- 34= -2383, 34 -35= -2383, 9 -35= -2383, 9- 36= -2362, 10- 36= -2362, 10 -11 =0 BOT CHORD 17- 18 = -0, 16 -17 =3957, 15 -16 =5393, 14 -15 =5171, 13 -14 =3968, 12- 13 = -74 WEBS 6 -15 =120, 7 -14= -607, 1 -17 =2747, 2 -17= -355, 3 -17= -1838, 3 -16 =1249, 4 -16= -291, 5 -16 =-431, 10 -13 =2788, 9 -13= -404 , 8- 13= -1839, 5 -15= -316, 8 -14 =1452 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MI120 plates unless otherwise indicated. 3) Bearing at joint(s) 19 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed to carry a concentrated load of 2000.0lb over a space 2 -6 -0 square, anywhere on the top chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Scale = 1:33.8 0 Job Truss Truss Type Qty Ply IF/MADISON CLINIC 2/7 DG F1946 , F16 FLOOR 1 1 Anderson Components - IF, Fd ho Falls, ID 8340-3, BOB 57000 s Feb 6 2003 Reference es, Inc. - Wed Apr 30 13:19:3 203 Page 1 1 1.5x4 6x6 4x4 7 2 -3 -0 5 -0 -8 a e sets , [1:0-1-870-0-8], [3:0- 1- 8;Edge], [3:0= 1= 8,0 =0 =4], [4.Edge,0 =1=8], [6 Edge,O -1 =8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft TCLL 60.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.02 5 >999 TCDL 15.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.03 4 -5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.00 4 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min I /defl = 360 LUMBER BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD BOT CHORD 4 X 2 SPF No.2 BOT CHORD WEBS 4 X 2 SPF Stud /Std *Except* W2 4 X 2 SPF No.2, W3 4 X 2 SPF No.2 2 -0 -0 2 -5 -0 3x6 2 8 T1 T1 5 4x10 -- REACTIONS (lb/size) 6= 454/0 -3 -8, 4= 454/0 -3 -8 Max Grav6= 1349(Ioad case 2), 4= 1380(Ioad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -6= -437, 3 -4= -432, 1 -7= -561, 2 -7= -558, 2 -8= -558, 8 -9= -560, 3 -9= -561 BOT CHORD 5 -6 =0, 4 -5 =0 WEBS 1 -5 =635, 2- 5 = -492, 3 -5 =614 9 4 -9 -8 NOTES 1) This truss has been designed to carry a concentrated load of 2000.0Ib over a space 2 -6 -0 square, anywhere on the top chord. 2) Girder carries tie -in span(s): 4 -8 -12 from 0 -0 -0 to 5 -0 -8 3) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -3 =- 169.5, 4- 6 = -20.0 PLATES M 1120 4x4 6x6 3 Weight: 30 lb 4x4 5 -0 -8 GRIP Sheathed or 5 -0 -8 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 197/144 Scale = 1:10.5 Job Truss Truss Type Qty Ply IF/MAD[SON CLINIC 27TDG (ID) P F1946. F2 FLOOR 2 1 Job Reference (optional) • Anderson Components -1F, Idaho Falls, ID 83463, BOB 5.000 s Feb 62003 MiTeklddustries, Inc. Wed Apr 2003 Page 1 2 -0 -0 1 -1 -6 2 -0 -0 8x18 _ 3x6 6x10 28 3x6 8x18 - LOAD CASE(S) Standard 3x8 6x6 3x4 FP 7 -7 -6 27 26 25 3x6 6x10 3x4 FP 2 -2 -14 1 -7 -14 2 -0 -0 1 -7 -14 3x4 FP 6x6 -- 3x6 8x18 3x6 5x6 4x6 3x6 8x10 1 30 2 3 3 33 34 4i 6 35 36 7 3738 8 39 49 41 T 42134411 12 4837481349 50 451 52 15 es B2 \ // - Vt 1 l2 W1 W 2 WZ 1 2 -0 -0 WZ W 1N i1t 1 r�tltl7 V1 2 -0 -0 VC 5 W 9 / c oa co �� �_ �� l itS'I _ �� 24 23 22 3x6 8x16 MII20H- 3x6 8x16 MII20H 3x6 2 -6 -0 6 -7 -8 7-11-14 9-11-14 12 -1 -6 14 -7 -4 16 -6 -2 18 -7 -10 20 -7 -10 22 -6 -8 24 -9 -8 24 -9 -8 Plate Offsets (X,Y): [1 Edge,O 3 =0], [6:0- 1- 8,Edge], [7:0- 1- 8,Ed [ 12:0- 3- 0,Edge] j13:0- 3- 0,Edge], [15 :03- 0,Edge], [17 :0- 3- 12,Edge], [19:0-3-0,0-00[ [23 :6 - 12,Edge], [24:0- 3- 0,0 -0 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.35 25 -26 >499 MI120 197/144 TCDL 15.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.40 25 -26 >427 MI120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.02 16 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min I /defl = 360 Weight: 175 Ib LUMBER BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: WEBS 4 X 2 SPF Stud /Std *Except* 10 -0 -0 oc bracing: 27- 28,26- 27,16 -17. W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W2 4 X 2 SPF No.2, W4 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W5 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W5 4 X 2 SPF No.2 W3 4 X 2 SPF No.2 OTHERS 4 X 2 SPF Stud /Std REACTIONS (Ib /size) 16= 762/0 -5 -8, 29= 1155/0 -4 -0, 22= 2239/0 -5 -8 Max Grav16= 1667(load case 15), 29= 1699(load case 4), 22= 2239(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 28- 29 =17, 1 -29= -1138, 15 -16= -745, 1 -30= -1841, 2 -30= -1841, 2 -31= -1841, 31- 32= -1841, 3 -32= -1841, 3 -33= -3245, 33- 34= -3245, 4 -34= -3245, 4 -5= -3210, 5 -6= -3210, 6 -35= -2838, 35 -36= -2838, 7 -36= -2838, 7 -37= -1329, 37- 38= -1329, 8- 38= -1329, 8- 39= -1329, 39- 40= -1329, 9- 40= -1329, 9- 41 = -420, 41- 42 = -420, 10- 42 = -420, 10- 43 = -420, 43- 44 = -420, 44- 45 = -420, 11- 45 = -420, 11- 12 = -420, 12 -46= -1309, 46 -47= -1309, 47- 48= -1309, 13- 48= -1309, 13- 49= -1070, 49- 50= -1070, 14 -50= -1070, 14 -51= -1070, 51 -52= -1070, 15 -52= -1070 BOT CHORD 27 -28 =3, 26 -27 =2767, 25 -26 =2838, 24 -25 =2838, 23 -24 =2838, 22- 23 = -603, 21- 22 = -630, 20 -21 =1309, 19 -20 =1309, 18 -19 =1309, 17 -18 =1309, 16 -17 =0 WEBS 6 -25= -338, 7 -24 =307, 12 -19 =116, 13- 18 = -32, 9 -22= -2112, 1 -27 =2090, 2 -27= -372, 3 -27= -1083, 3 -26 =551, 7 -23= -1751 8- 23 = -209, 9 -23 =2176, 12- 21= -1032, 10- 21 = -215, 9 -21 =1265, 15 -17 =1232, 14- 17 = -369, 13- 17 = -293, 4- 26 = -422, 6 -26 =553 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MI120 plates unless otherwise indicated. 3) Bearing at joint(s) 29 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed to carry a concentrated load of 2000.0lb over a space 2 -6 -0 square, anywhere on the top chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 4 -1 -14 21 209 10 -2 -4 T8 - 17 16 3x4 FP 3x6 8x10 __ 3x6 Scale = 1:46.1 0 an, J b Truss Truss Type - QT Ply IF/MADISON-CLINIC 2/7 (ID) P F1946 F3 FLOOR 1 1 Anderson Components - IFTdaho Falls ID BOB 5 Job Reference es, I • p 000 s Feb 6 2003 MiTek industries, Inc. Wed Apr 30 13:19:36 2003 >sge 1 LOAD CASE(S) Standard 2 -0 -0 1 -1 -6 2 -0 -0 2 -2 -14 0 -10 -12 6x10 3x8 3x4 FP - 3x4 FP - 3x6 8x18 _ 3x6 6x6 - 6x6 3x6 8x20 -- 5x6 3x6 6x8 1 28 2 2930 3 31 4 5 6 32 33 7 3435 8 3637,9 10 138 39 12 4041403 43 14 Ti . . -- T� _ >- T2 T1 o 9 c -� V(/ i W2 \ 1 0- 0 �9�W \17SC1 / W7 I�TISfiI W \W US1 W //V1 ice -- 2 -6 -0 6 -7 -8 7-7-6 2 2423 22 7-6-4 26 2 21 20 19 18 17 - - - 46 3x6 8x18 3x4 FP 3x6 3x6 8x16 MII20H -- 3x6 3x4 FP- 6x10 -- 8x8 - 7 -11 -14 9 -11 -14 12 -1 -6 14 -7 -4 15 -9 -0 19 -10 -8 REACTIONS (Ib /size) 15= 483/0 -7 -4, 27= 1141/0 -4 -0, 19= 2070/0 -5 -8 Max Upliftl5=- 222(load case 20) Max Gray 15= 1439(load case 14), 27= 1697(load case 4), 19= 2375(load case 21) FORCES (Ib) - First Load Case Only TOP CHORD 26- 27 =18, 1 -27= -1123, 14- 15 = -470, 1 -28= -1814, 2 -28= -1814, 2 -29= -1814, 29 -30= -1814, 3 -30= -1814, 3 -31= -3154, 4 -31= -3154, 4 -5= -3154, 5 -6= -3154, 6 -32= -2744, 32- 33= -2744, 7 -33= -2744, 7 -34= -1225, 34 -35= -1225, 8 -35= -1225, 8 -36= -1225, 36 -37= -1225, 9- 37= -1225, 9 -10 =238, 10 -11 =238, 11 -38 =238, 38 -39 =238, 12 -39 =238, 12- 40 = -586, 40- 41 = -586, 41- 42 = -586, 13 -42= -586, 13 -43= -586, 14- 43 = -586 BOT CHORD 25 -26 =3, 24 -25 =2719, 23 -24 =2719, 22 -23 =2744, 21 -22 =2744, 20 -21 =2744, 19- 20 = -711, 18 -19= -765, 17 -18 =436, 16 -17 =436, 15 -16 =0 WEBS 6 -22= -318, 7 -21 =306, 9 -19= -1961, 1 -25 =2059, 2 -25= -372, 3 -25= -1058, 3 -23 =509, 5 -23= -431, 6 -23 =583, 7 -20= -1761, 8- 20 = -211, 9 -20 =2184, 14 -16 =675, 13- 16 = -353, 12 -16 =176, 12- 18 = -788, 10- 18 = -163, 9 -18 =790 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) Bearing at joint(s) 27 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 Ib uplift at joint 15. 5) This truss has been designed to carry a concentrated load of 2000.0lb over a space 2 -6 -0 square, anywhere on the top chord. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 6x12 - 22 -1 -8 22 -1 -8 PTa Offsets (X,Y): [1:Edge,0 -3 -0], [6:0- 1- 8,Edge], [7:0- 1- 8,Edge], [14:0 -3 0,Edge], [20:0- 6- 0,Edge], [21:0- 3- 070 -0 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.32 22 -23 >532 M1120 197/144 TCDL 15.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.38 22 -23 >451 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.00 19 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min 1 /deft = 360 Weight: 158 Ib LUMBER BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 4 X 2 SPF Stud /Std *Except` W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W3 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W4 4 X 2 SPF 1650F 1.5E W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W5 4 X 2 SPF No.2 OTHERS 4 X 2 SPF Stud /Std Scale = 1:41.0 15 3x6 0 0 rb Jo Truss - Truss Type F1946 F4 FLOOR Ar erson Components - IF, Idaho Falls, ID 83403, BOB 1 26 Plate Offsets (X Y) LOADING (psf) TCLL 60.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 2 -0 -0 8x18 - 3x6 LOAD CASE(S) Standard 7 -7 -6 25 3(6 8x18 6x10 - 3x8 3x4 FP - -- 6x6 -_ 1 - 1 - 6 2 - 0 - 0 6x6 3x6 28 2 _,2930 3 31 4 5 6 32 33 7 3435 8 363/ T_2 1Al2 WI Wei -W2 W1W 1 2 -0 -0 2 W1 W4� !V B2 \�''� �L 82 _ 24 q 3x4 FP _ 3x6 6x10 2 - - 6 -7 -8 7 -11 -14 9 -11 -14 12 -1 -6 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code IRC2000 CSI TC 0.71 BC 0.91 WB 0.91 (Matrix) LUMBER TOP CHORD 4 X 2 DF 2400F 2.0E BOT CHORD 4 X 2 DF 2400F 2.0E WEBS 4 X 2 SPF Stud /Std *Except* W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W3 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W4 4 X 2 SPF 1650F 1.5E W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2, W2 4 X 2 SPF No.2 W5 4 X 2 SPF No.2 OTHERS 4 X 2 SPF Stud /Std DEFL in (loc) I /defl Vert(LL) -0.32 22 -23 >532 Vert(TL) -0.38 22 -23 >451 Horz(TL) 0.00 19 n/a 1st LC LL Min I /defl = 360 BRACING TOP CHORD BOT CHORD Qty -Ply -- - - - 1F /MADISON CLINIC 2ITDG (ID) P 1 1 Job Reference (optional) 57000 s Feb 6 2003 MiTeklndus rfsJnc. Wed Apr 30 13:19:37 2003 Page 1 2 -2 -14 0 -10 -12 3x4 FP 3x6 8x20 - 5x6 3x6 6x8 -- 1C1138 39 12 4041 42 3 43 14 TA W1 -1711 X71 w 11 21 20 19 18 17 3x6 8x16 MII20H- 3x6 3x4 FP- 8x8 14 -7 -4 15 -9 -0 19 -10 -8 22 -1 -8 [1 Edge, 0=3-01,_ [60-1 - 8,Edge], [7:0- 1= 8,Edge], [14 :0= 3= 0,Edge], [20:0 -6 -0, Edge], [21.03=0,,0 =0 -0] REACTIONS (Ib /size) 15= 483/0 -7 -4, 27= 1141/0 -4 -0, 19= 2070/0 -5 -8 Max Upliftl5=- 222(load case 20) Max Grav15= 1439(load case 14), 27= 1697(Ioad case 4), 19= 2375(load case 21) FORCES (Ib) - First Load Case Only TOP CHORD 26- 27 =18, 1 -27= -1123, 14 -15= -470, 1 -28= -1814, 2 -28= -1814, 2 -29= -1814, 29- 30= -1814, 3 -30= -1814, 3 -31= -3154, 4 -31= -3154, 4 -5= -3154, 5 -6= -3154, 6 -32= -2744, 32- 33= -2744, 7 -33= -2744, 7 -34= -1225, 34- 35= -1225, 8 -35= -1225, 8- 36= -1225, 36 -37= -1225, 9- 37= -1225, 9 -10 =238, 10 -11 =238, 11 -38 =238, 38 -39 =238, 12 -39 =238, 12- 40 = -586, 40- 41 = -586, 41- 42 = -586, 13- 42 = -586, 13- 43 = -586, 14- 43 = -586 BOT CHORD 25 -26 =3, 24 -25 =2719, 23 -24 =2719, 22 -23 =2744, 21 -22 =2744, 20 -21 =2744, 19- 20 = -711, 18- 19 = -765, 17 -18 =436, 16 -17 =436, 15 -16 =0 WEBS 6 -22= -318, 7 -21 =306, 9 -19= -1961, 1 -25 =2059, 2 -25= -372, 3 -25= -1058, 3 -23 =509, 5 -23= -431, 6 -23 =583, 7 -20= -1761, 8- 20 = -211, 9 -20 =2184, 14 -16 =675, 13- 16 = -353, 12 -16 =176, 12- 18 = -788, 10- 18 = -163, 9 -18 =790 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 Ib uplift at joint 15. 5) This truss has been designed to carry a concentrated load of 2000.0Ib over a space 2 -6 -0 square, anywhere on the top chord. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. PLATES M 1120 MII20H Weight: 158 Ib 16 . 15 6x12 - 3x6 22 -1 -8 Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 6 -0 -0 oc bracing. GRIP 197/144 148/108 Scale = 1:41.0 J8b Truss Truss Type Qty PF_ , 1F/MACTSON CLINIC 277 °DTP F1946 F5 FLOOR 1 1 Job Reference (optional) ATiderson Components - IF, Idaho Falls, ID 83403, BOB 5.000 s Feb 6 2003 MiTek Industries, Inc. Wed Apr 30 13:19 :38 2003 Pagel co o 1 3x4 2 -0 -0 LOAD CASE(S) Standard W2 W1 W3�' 4 0 -10 -2 4x10 =_ 2 -3 -0 4 -8 -10 2 -4 -2 2 -5 -14 3x6 6x8 6x6 - 3x6 12 2 13 14 3 15 4 16 17 18 5 3x8 4- 10525 8 T1 B1 LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD BOT CHORD 4 X 2 SPF No.2 BOT CHORD WEBS 4 X 2 SPF Stud /Std *Except* W24X2 SPF No .2,W34X2 SPF No.2,W24X2 SPF No.2 W2 4 X 2 SPF No.2 W1 9 - 7 - 0 REACTIONS (Ib /size) 11= 303/0 -3 -8, 7= 516/0 -7 -4, 9= 1150/0 -7 -4 Max Uplift/ 1=- 73(load case 12) Max Grav11= 1243(load case 4), 7= 1411(load case 8), 9= 1908(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1 -11= -283, 6 -7= -506, 1 -12= -254, 2 -12= -254, 2 -13= -254, 13- 14 = -254, 3 -14= -254, 3 -15 =252, 4 -15 =252, 4 -16= -620, 16- 17 = -620, 17- 18 = -620, 5- 18 = -620, 5 -19= -620, 6- 19 = -620 BOT CHORD 10- 11 = -0, 9- 10 = -252, 8 -9 =528, 7 -8 =0 WEBS 3 -9= -672, 1 -10 =297, 2 -10= -379, 3 -10 =570, 6 -8 =723, 5 -8= -351, 4 -8 =108, 4 -9= -873 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 11. 3) This truss has been designed to carry a concentrated load of 2000.0lb over a space 2 -6 -0 square, anywhere on the top chord. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 8 4x12 11 -10 -0 /'rate Offsets (X,Y): [3:0- 3- 0,Edge], [6 :0 -3 -0, Edge], [9:0-3-0,Edge], [11 :Edge,0 - 1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/dell PLATES TCLL 60.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.03 8 -9 >999 MI120 TCDL 15.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.09 8 -9 >955 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.01 7 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min I /defl = 360 Weight: 65 Ib 11 -10 -0 GRIP Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 6 -0 -0 oc bracing. 197/144 Scale = 1:20.6 3x4 Job Truss Truss Type F194E F6 FLOOR Anderson Components - IF,ldaIl FallsJD 83403, BOB Plate O sets (X,Y): LOADING (psf) TCLL 60.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 o W1 co 3x4 LOAD CASE(S) Standard 6x8 7 2 -0 -0 2 -3 -0 [3:0-3-0,Edge], [6 :Edge,0 -1 -8] SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code IRC2000 LUMBER TOP CHORD 4 X 2 DF 2400F 2.0E BOT CHORD 4 X 2 SPF No.2 WEBS 4 X 2 SPF Stud /Std *Except* W2 4 X 2 SPF No.2, W3 4 X 2 SPF No.2 CSI TC 0.65 BC 0.07 WB 0.45 (Matrix) 2 8 9 5 3x6 T1 T1 4x10 -- 5 -0 -4 REACTIONS (lb /size) 6= 406/0 -3 -8, 4= 406/0 -5 -12 Max Grav6= 1300(load case 2), 4= 1325(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -6= -389, 3 -4= -384, 1 -7= -452, 2 -7= -452, 2 -8= -452, 8 -9= -452, 3 -9= -452 BOT CHORD 5 -6 = -0, 4 -5 =0 WEBS 1 -5 =527, 2 -5= -443, 3 -5 =506 2 - 4 - 12 DEFL in (loc) I /defl Vert(LL) -0.02 5 >999 Vert(TL) -0.03 4 -5 >999 Horz(TL) -0.00 4 n/a 1st LC LL Min I /defl = 360 BRACING TOP CHORD BOT CHORD W3 4 -9 -4 NOTES 1) This truss has been designed to carry a concentrated load of 2000.01b over a space 2 -6 -0 square, anywhere on the top chord. 2) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Qty Ply IF /MADISON CLINIC 2/7 DG (ID) P 1 1 Job Reference (optional) 5 000 s Feb 6 2003 TJIiTekIndustnes, Inc. Wed Apr 30 13:19:39 2003 Page 1 PLATES MI120 Weight: 31 Ib 6x8 3 W1 i \ 4 3x4 5 -0 -4 GRIP Sheathed or 5 -0 -4 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 9 197/144 Scale = 1:10.3 J b Truss F194f F7 Anderson Com $nIs - IF, Idaho Falls, ID 83403, BOB 1 3x4 PTte Offsets (X,Y): [3 :0- LOADING (psf) TCLL 60.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 7 Truss Type FLOOR 2 -3 -0 2 -0 -0 3- 0,Edge], [6 :Edge,0 -1 -8] SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code IRC2000 LUMBER TOP CHORD 4 X 2 SPF No.2 BOT CHORD 4 X 2 SPF No.2 WEBS 4 X 2 SPF Stud /Std `Except` W2 4 X 2 SPF No.2, W3 4 X 2 SPF No.2 CSI TC 0.95 BC 0.06 WB 0.42 (Matrix) 2 8 9 Qty 'Ply IF /MAD1SON CLINIC 2/7 DG (ID) P 2 1 Job Reference (optional) 3x6 5.000 s Feb 6 2003 MIT& Industries, Inc. Wed Apr 30 Page 1 REACTIONS (Ib /size) 6= 381/0 -3 -8, 4= 381/0 -5 -12 Max Grav6= 1265(load case 2), 4= 1203(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -6= -363, 3 -4= -362, 1 - 7= - 399, 2 -7= -399, 2 -8= -399, 8 -9= -399, 3 - 9= - 399 BOT CHORD 5 -6 =0, 4 -5 =0 WEBS 1 -5 =466, 2 -5= -415, 3 -5 =460 4 -8 -12 DEFL in (loc) I /defl Vert(LL) - 0.02 5 >999 Vert(TL) -0.02 5 >999 Horz(TL) 0.00 4 n/a 1st LC LL Min I/defl = 360 BRACING TOP CHORD BOT CHORD 2 -1 -4 NOTES 1) This truss has been designed to carry a concentrated load of 2000.0Ib over a space 2 -6 -0 square, anywhere on the top chord. 2) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4 -8 -12 PLATES M1120 Weight: 28 Ib GRIP 197/144 Sheathed or 4 -8 -12 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 3 ''— — 417.8 3x4 Job Truss Truss Type Qty Ply IF /MAD1SON CLINIC 2/7 DG (ID) P F194Q F8 FLOOR 5 1 Job Reference (optional) • Anderson Components - IF, Idaho Falls, ID 83403, BOB 5.000 sFeb 6 2003 MiTek Industries, Inc. Wed Apr 30 13:19:41 Rage 1 8x18 1 17 15 2 -0 -0 2 -3 -0 o ', - . -8-1- 14 3x6 84473-8 LOAD CASE(S) Standard 2 -0 -0 1 -7 -8 3x6 6x6 6x6 3x8 6x10 3x6 8x10 2 18 3 19 20 21 4 22 23 5 24 25 26 6 27 28 297 30 8 13 3x6 12 3x6 11 6x12 15 -3 -0 Plate Offsets (X,Y): [1:Edge,0 -3 -0], [3:0- 1- 8,Edge], [4:0- 1- 8,Edge], [8.0- 3- 0,Edge], [1 -3 -o,0 0 -or LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl TCLL 60.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.41 11 -12 >436 TCDL 15.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.48 11 -12 >375 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 9 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min l/defl = 360 LUMBER BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD BOT CHORD 4 X 2 DF 2400F 2.0E BOT CHORD WEBS 4 X 2 SPF Stud /Std *Except* W24X2 SPF No .2,W34X2 SPF No.2,W24X2 SPF No.2 W24X2 SPF No .2,W24X2 SPF No.2,W44X2 SPF No.2 OTHERS 4 X 2 SPF Stud /Std 2 - 6 - 0 4 - 10 - 8 5 - 0 - 0 7 - 0 - 0 8 - 10 - 8 13 - 0 - 0 15 - 3 - 0 REACTIONS (Ib /size) 9= 1264/0 -5 -8, 16= 1261/0 -4 -0 Max Grav9= 1837(load case 8), 16= 1733(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 15- 16 =37, 1 -16= -1223, 8 -9= -1246, 1 -17= -1984, 2 -17= -1984, 2 -18= -1984, 3 -18= -1984, 3 -19= -3510, 19 -20= -3510, 20- 21= -3510, 4- 21= -3510, 4- 22= -3758, 22- 23= -3758, 5 -23= -3758, 5- 24= -3758, 24- 25= -3758, 25 -26= -3758, 6 -26= -3758, 6 -27= -1943, 27- 28= -1943, 28- 29= -1943, 7 -29= -1943, 7 -30= -1943, 8 -30= -1943 BOT CHORD 14 -15 =6, 13 -14 =3510, 12 -13 =3510, 11 -12 =3510, 10 -11 =3083, 9 -10 =0 WEBS 3 -13 =257, 4 -12= -214, 1 -14 =2249, 2 -14= -309, 3 -14= -1725, 8 -10 =2238, 7 -10= -361, 6 -10= -1332, 6 -11 =790, 5 -11= -408, 4 -11 =304 NOTES 1) Bearing atjoint(s) 16 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 2) This truss has been designed to carry a concentrated load of 2000.0Ib over a space 2 -6 -0 square, anywhere on the top chord. 3) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 10 9 8x18 -- PLATES MI120 Weight: 108 Ib GRIP Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. Scale = 1:27.5 3x6 197/144 Jodi Truss TrussType - Qty Ply 1F /MA1FSDN CLINIC 2 /7DG (ID) P F194,6 F9 FLOOR 6 1 Job Reference (optional) Anderson Components - IF, Idaho Falls, ID 83403, BOB 5.000 s Feb - 6 20D MiTe - I Industries, Inc. Wed Apr 30 13:194 2663 Page 1 0 0 0 8x18 -- 3x6 12x12 3x6 5x6 5x6 3x6 12x12 3x6 8x10 1 20 2 21 22 3 23 24 254 26 3 27 5 28 29 30 316 32 33 7 34 35 36 8 37 38 393 6 1 / // \ 2 -0-0 \ 1 W WW2 W1 W2 W2 W-1 W 1N,1 3 W1 W W2 W1 W2y W, 0 � s _ $� 2 - 0 - 0 1 - 7 - 8 2 - 0 - 0 1 - 7 - 8 18 17 3x6 8x16 MII20H LOAD CASE(S) Standard 16 15 8 -1 -8 6x12 - 3x6 14 LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD BOT CHORD 4 X 2 DF 2400F 2.0E BOT CHORD WEBS 4 X 2 SPF Stud /Std `Except* W24X2 SPF No .2,W24X2 SPF No.2,W24X2 SPF No.2 W24X2 SPF No .2,W24X2 SPF No.2,W24X2 SPF No.2 OTHERS 4 X 2 SPF Stud /Std 13 3x6 8x12 - 12 40 10 11 8x18 3x6 2 -6 -0 6 -7 -8 8 -6 -0 10 -6 -0 12 -4 -8 16 -6 -0 18 -9 -0 18 -9 -0 Plate Offsets (X,l): j1 Edge,0 3 -0], [5:0 3 0 Edgy [60- 3- O,Edge] - [10 0- 3- 0,Edge], [17.0 =6 =0 Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.44 15 -16 >496 MI120 197/144 TCDL 15.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.53 15 -16 >412 MII20H 148/108 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.03 11 n/a BCDL 10.0 Code IRC2000 (Matrix) 1st LC LL Min 1 /deft = 360 Weight: 124 Ib Sheathed or 5 -11 -7 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 11= 1562/0 -5 -8, 19= 1558/0 -4 -0 Max Grav11= 1951(load case 10), 19= 1854(load case 12) FORCES (Ib) - First Load Case Only TOP CHORD 18- 19 =17, 1 -19= -1541, 10- 11= -1546, 1 -20= -2586, 2 -20= -2586, 2 -21= -2586, 21- 22= -2586, 3 -22= -2586, 3 -23= -5255, 23- 24= -5255, 24 -25= -5255, 4 -25= -5255, 4- 26= -5255, 26 -27= -5255, 5 -27= -5255, 5 -28= -5684, 28 -29= -5684, 29- 30= -5684, 30- 31=- 5684,6 -31 =- 5684,6 -32 =- 5204,32 -33 =- 5204,7 -33 =- 5204,7 -34= -5204, 34- 35= -5204, 35 -36= -5204, 8 -36= -5204, 8- 37= -2466, 37- 38= -2466, 38- 39= -2466, 9- 39= -2466, 9- 40= -2466, 10- 40 = -2466 BOT CHORD 17 -18 =3, 16 -17 =4174, 15 -16 =5684, 14 -15 =5684, 13 -14 =5684, 12 -13 =4093, 11 -12 =0 WEBS 5- 15 =17, 6- 14 =38, 1 -17 =2937, 2 -17= -367, 3 -17= -1857, 3 -16 =1265, 4 -16= -276, 5 -16= -526, 10 -12 =2841, 9 -12= -353, 8- 12= -1902, 8 -13 =1299, 7- 13 = -267, 6- 13 = -590 NOTES 1) All plates are M1120 plates unless otherwise indicated. 2) Bearing at joint(s) 19 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) This truss has been designed to carry a concentrated load of 2000.0Ib over a space 2 -6 -0 square, anywhere on the top chord. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Scale = 1:33.8 0 0 PROFILE ITEM TYPE 1 DESCRIPTION QTY T G PITCH SIC PITCH Lij JIJ OVERHANG ii11L'i:iiion' : v 5 ROWS NOTES 02 L A1S 7 3A :00 [K4 ixx4 01 -06-0 01 -060 26 4 ,47:4ES.. 61 3 0.0.00 4K, Q-0 ° 01 -06-0 01-06-0 a 61A 1 O:o Oa 0 -00 ' x, 4 of -oo Cr-08-0 01 7 .e 'f? 818 1 p:Q'aa : , : 0-02, 01 -16-0 01-06-0 7 7 .AN . BIC 1 5 •0.00 0-00.0° 01.08.0 01.06-0 6 ..r.T,�' Q.-.OD AK+ 2,014 �a B10 1 0: 244 q 01.06.0 01.08-0 6 -- - 616 1 • l'i D :0.00 . 1 i I�i4i K♦ s =. 01-06-0 01.06.0 6 H1F 1 -2 38:0 00a 0 -00.00 o10a -o 381 -064 0 ,..auz-..ka.. :K4 044 .wAli! .. 8100 1 g ^ ¢ n o n 10.00 0-00-00 .4. 1x4 01 -08.0 01 -06.0 0 C1 6 0.0.00 6-03 -00 kK 4 944 i 1.06 -00 0 -'" C1G 1 5 . 0 ,00 0.0,00 r 6 -03-00 244 224 01 0 ' HFA 1 0 rr -00 01.-a 014)&0 0 "'�� Yl• J1 13 0 :0 :000 ;K i -Do x, 0106 - 0 0 J1A 4 5 `5 -11 -11 i 01.06 -0 0 Y.- J0, J1B 4 r 0 :6: o ` 11-11 { p1 -06-0 0 "c 4 5;0.05 i1Yi1 -11 a = L ;: li K1HJ 2 01138 1 03 02.01.0 0 M1 5 0. . 0 i7 -11 -08 .4, .K. 01.06.0 0 5.0.00 0.�.� i 8 °8 -08- .014 aK• 0 QTY ITEM TYPE 1 DESCRIPTION NOTES ME 10k 1 2 KANT SAG HJC28 12 WANT SAG 5U24 12 KANT SA I 26 0 SEP -03 -2002 10:02AM FROM -BMC EST REXBURG BMC WEST TR S 4 L' C0;11P() V' € NTti :771717 lef Ave. Warta Pats, ID 83402 Office: (2D8)J 01 Fax: (2O) 5274458 x r 2 REXBURG, ID. SPECIAL INSTRUCTIONS: Roof Trusses Items YOUR TRUSS E.XPERTS I 0906 RAM - 1 ! Data livery paw 08- 356 -3290 T -501 P.006/011 F -752 QUOTE (NO TAX) FORM (140I4- ITF-MIZFR) Dale 03/20/02 Page 1 XDOC HEINER BID# B08081 -2 J05 P s*LsRE. xMATTSJOHN DELIVERY INSTRUCTIONS: orb G( ((.G I JO55ITG PI1ahlG 1 OCINRN I;I Ni iwfei MINIMUM ROOF 010 MIN. WINS SEISMIEMED • 4=1. .0 I 4.7 CO ▪ ( CO co 4=11 • .... , ____F _.s. •—• . _1 ..__ . _ L _ ._ •,4 Lt ._ ..„ 7.- ..,..----, • -.: , , . 1 1 .. : '. i 4 I i l i ; t : . _ 4 Z : • 7' ' i 1 ii .- .: : , i II = a 9 1 .., .: . I 1 t I I 1 -2 ' --. ; - 7 - 1 1 , • :. 1 I ii j Ej tt el : lii K. eti NI: CC: 01 01: 1 eli CC N.: op .. I i. , ': i *; 1 ! ' I • , •• i , , . I , 7 .: ! : I i .:: 1 I I ii ? . . .. .• k i , ! ii .! • : , ! , Il• 1; i 1. h " I ] . I .' 'i ; ' - f••• i ' r t . ' :. , i •.," 1 "9 -, 11 _._._ 1 VI 1 1+ - L I !. t ; " li — r E1 4 :— i l l '': -II l rI T'i Ti 71., \ if1:01 MI; ill 91, rf: 1;!1 i 11 I j 1 'i Ill : 1 . „. • . i . • , I ii !: 1 , • .,; . 44.c.___.!___:. :1.___i___,.r i! ! i . • , r ••4___ _..):___.i........ •...1 i • 1 I //!: .I 51! Pu Ev lek 111_ F I 1 ; 1 •I ; 1. ...' 1 t L ■•■•■•■•■....... ■-■......... ' . ■11. : I 1 4 ,-: i 1 i i I i 1 .... ,t : 2 I Telephone: (208) 523-6681 I I etc / mADISON CLINIC I BMC WEST TRUS 3715 Bombardier I Idaho Fails, id 83402 / FLOOR SYSTEM S PLANT Name: Address: — 4— Truss transferred from Layout 1th: B0808 I -2 S c ale: Not to scale I Date: VI 700,i Lm By: DJ .1314C 4 0 4 -1 f I t : . ., , .; :., L-• ; , . L 1 I. - ,. —4—. ---- I --- ir • ,. i ; -r, g i.' :1--f- f ----- - 11 -- : . • i. ! 1..... 5 i : - : _-- ; = t • - - :3- is k i :• i . I: , t • I. / ..: fr-. II F I, ;! i i .; . -- 1. . . . . - ...-- -----2.....J__,--- ...rra..2-__ • 1: " r...• ;: '. 1 ' ' I— ' i F. 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Telephone: QM 523-6591 I Truss transferred From Layout 7 • 12.. /.3471 Scale: Not to scale Dace: SO 7 AU B08081-2 I h h Drawls DJ Lot 1 Lot 2 Lot 1 Lot 2 Lot 3 Lot 4 Lot 1 Cam 'It C„- 1--dr3 v F 8 c 00e, el t cLd. ro ctty . .� r 0 W 1 to • I 0 ma Z T • 1 2 1 0 65.0 65.0 115.0 15.0 State of Idaho, County of Madison 165. 0 Time �' �� r 4. 11'7..64,4A 41C)WLEIYIVAtilLibri '11)4AU Scale • 1"t 5O q' 108.0 108.0, 20.0 0 LEGEND Steel Rods Lot Number 2 Block Number 2 50.0 0 25.0 44.5 0 Yi ° COUNTY RECORDER'S NO. /4 7 / 0 Recorded and Bled at the request of: Date aS, I4 7 / COUNTY RECORDER DATE COUNTY and /or CITY ENGINEER Portion of BLOCK 1, RIGBY ADDITION TO CITY OF REXBURG, IDAHO 0 N UTILITY EASEMENT 84.0 71.0 0 m FORSGREN, PERKINS a ASSOCIATES CONSULTING ENGINEERS REXBURG, IDAHO I O 543. 5 a PRIVATE ALLEY 520 30.0 I e 52'.0 5 1 40.0 40.0 N.W. Cor, Lot 6 Center of Block I 0 1 42.0 42.0 2 40.0 40.0 3 e 4 1 40.0 55.0 5 55.0 UTILITY EASEMENT a 1 PRIVATE ALLEY 1._ - 345.0 - --- Attested 30.0 40.0 0 2 213.5 - 50.0 50.0 40.0 3 4 2 40.0 o 1 4 io 40.0 1.25 40.0 0 4 CITY COUNCIL APPROVAL AND ACCEPTANCE 40.0 116.5 r f` 85.0 -- - 65.0 - -�" 3.0 COUNTY APPROVAL AND ACCEPTANCE Presented to the Modison Co unty Board of County Commissioners this day of A OEM 6 E If, A.D. 19 7 , N which time this bdivision was approved and accepted. Attestrr4' . 14 YOR 53.0 5 53.0 0 0 1 1 o ENGINEER'S APPROVAL Presented to the Rex bu rq City C until this' 41 , day of Ne ti M 6 E �P , A.D. 19 71 , at which 1 certify that I have had this plat examined and find that It is correct and acceptable. time this subdivi�n was approved ay�iic4ed. ENGINEER'S CERTIFICATE 1 J " Clovter F. Forsgren do hereby certify that I am a Registered Civil Engineer, and that I hold rtificate No 1323 as prescribed uhder the laws of the State of Idaho. I further certify that py authority of the owners have made • survey of the tract of land shown on this plat, and described below and pave subdivided said tract of land in blocks, lots and streets, hereafter to be known as: PROFESSIONAL PL A A - Mod i f /ca / /on P /o/ and the acme has been correctly surveyed and all street; are the dimensions shown. BOUNDARY DESCRIPTION Distance /65.0' /65.0' 98.25' 345.0' /.25' 85.0' 3.0' 65.0' /43.5' /16.5' //5.5 543.5' 0 beginning, C urge Wes/ Sovlh Welgt SabJh Egst So, /h Ea So,th Ea s/ Ell N th Z8 - 7/ DATE Port of 8 /ock /, Rigby Addition to the City of Rexburg, Madison County, Idaho; More specifically described os follows Comment /na al the Northeost corner of Lot 3 and running thence thence thence thence thence thence thence thence thence thence /hence thence to the point f Remarks OWNER'S DEDICATION ACKNOWLEDGMENT En w all men by these presents that we, the undersigned owners of the above deacrfb4d" treat of land beving caused the sane to b subdivided Into blocks, lots and streets to be hereafter known as Professional Plaza - Mod. Plat and do by warrant and save the City harmless from any easements and encumbrances and sip hereby siv:, grant and dedicate or the perpet al use or the public all parcels of land shown on this plat as intended for 4bIic pee. In to >. whe. •f fr ve hereunto o� gnaturee this e 8 day of s1H G A D 19 7/ State of County o' Madison //�� On the day of , 192.1_ personally appeared before me, the undersigned 5 ptary Public in and for . d County in said te, the signers of the attached Owner's Dedication ' in number who duly acknowle ged to me they signed it freely and voluntarily and for the purposes therein mentioned. My Com on Expires .�• ` .,.._ a : ; .,1 /erAti = NOTARY PUBLIC