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Home My WebLink AboutCO & DOCS - 02-00037 - Parkview Apartments - 4-PlexCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o7 -11 Building Street Address: 164 South 3 West Building Owner: Keven Snell Contractor: Keven Snell Description of building or portion of building for which this certificate is issued: Occupancy: This Certificate issued pursuant to tbe requirements of Section 109 of the Uniform Buif ding Cone, certifies that, at the time of issuance, this 6uifaing or that portion of tbe hulloing that was inspected on tbe bate f istea was f Duna to be in compliance with tbe requirements of tbe code for the group and division of occupancy anb tbe use for which tbe proposed occupancy was classifier). Date: C.O. Issued by: Residential Apartments - Four Plex Full 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 Building Official has reviewed and approved said future changes. Water Department t ,�!'.�c,. ` �� State of Idaho Electrical Department - ( - 356-4830) 0 BUILIII II I A REXBURG, ID THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER y'' F' y' JOB ADDRESS ! ■: BUILDER tti ..t .,.Y (w , ARCHITECT 4. . • STRUCTURE: O RESIDENCE FOOTINGS PERMIT APPLICA ,NEW 0 REMODEL 0 COMM. 0 EDUCATIONAL 0 GOVT FOUNDATION CONCRETE ❑ MASONRY 0 OTHER BASEMENT O PARTIAL FULL FLOORS -WOOD 0 CONCRETE 0 OTHER EXT. WALLS WOOD 0 MASONRY O CONCRETE ❑ VENEER O METAL 0 STUCCO INT. WALLS 0 WOOD 0 MASONRY IQ CONCRETE At DRYWALL ❑ PLASTER 0 TILE CEILING WOOD DRYWALL 0 PLASTER 0 TILE 0 ACOUSTIC ❑ OPEN ROOF HEAT O OIL 0 COAL FIREPLACE ELECTRIC CONCRETE 0 MASONRY 0 OTHER 0 BUILT UP. OJNOOD SH. .ai COMP. SH. O TILE 0 ROLL ROOF. 0 METAL This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations 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. REMARKS: VALUE FEE PAID BUILDING INSPECTOR DEPARTMENT OF BUILDING & ZONING 13r ❑ CASH CHE 0 ADDITION 0 RELIGIOUS 0 REPAIR 0 FENCE 0 PATIO DATE DATE APPUCANT ADDRESS WHITE—Owner's Copy CANARY —Building Department's Copy PINK — Assessor's Copy GOLDENROD- Inspector PHONE DESIGNER O RENEWAL 0 FIRE DAMAGE O CARPORT 0 GARAGE 0 AWNING INSULATED WALLS CEIUNG fa FLOORS 0 PERIMETER APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Date of Application 770 2— Permit No. K OWNER Name ere/C- Site Address /6 S 3 ( 1 Mailing Address pL? e-f6' 3 City /State /Zip ,e(4 `✓ Y (� �3 �� Telephone/Fax/Mobile ' j ckS ' 2 SI C 2-7 CONTRACTOR Name ( d r S C Mailing Address 4 3 City /State /Zip /2 ( '7 Telephone/Fax/Mobile 2Y5 2 5 2 ( - 3C, PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: , 114'17/ - (`� 1GES' existin use compatible with zoning, (screening parking, etc) When was this buildin • last occupied ER) Architect/ ' ngineer Fi O /A/TCU( Plan Name reel 5Jtle z c 6M-ree c,(e-z.-) e l S > Subdivision Lot Block Circle One Residential ommercial Educational Govemment Remodel Other Circle One s . . - . Addition/Remodel to House New Commercial Commercial Remodel Circle One None/ ' Finish d / Unfinished Lot Square Footage ` �� Lot Width Square Feet 2 � Garage Square Feet Number of Height of Building What will structure be used for: Home Home Business Apartment Commercial Other Will there be an apartment i so, how many units Total Estimated Cost Signature of Applicant rim OF REXgURG Are you in a flood plain Code p Zone iut Z/o2 Building Type t. i0111r e Signature of Inspector Other: None/ Patio/ Carport/ Awning N/A Building Permit Fees J /(O/ - 7y // -17 Plan Check Fees Plumbing Permit Fees 3 3(. 0O Digging Permit Fees Water & Sewer Fees 01 Front Footage Fee TOTAL $ y43o. Issued by Rough Plumbing Septic Tank Fixtures Water Piping Complete Sewer I Bath Tubs! Urinal Showers Sink Trap Laundry Trays Water Heater I Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer `;>` CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT �f OWNER FEES Name t ✓ C A. ✓ e C C Address A:"-, � — t ' Tel. Lot Bik. Add. PLUMBER Name i ?j' 6 r' " /f/ Address =' ` k: / Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK Plumbing Permit $ Sewer Inspection $ Inspection of Pipe $ Inspection of Fixtures Sewer Other Rough Plumbing Finish Plumbing TOTAL $ " Mc Received: Date By INSPECTOR'S RECORD N INSR NAME r- Travat? c n & ' &IV/ `SIwCI C: (mil Oncre is : / D % C- 0 Hasc : - 4 4-r 4�' -v /6D so-ad Roofing: 3nsulatiori: Plumbing: Heating; Electrical: Roof Trusses: Floor / Ceiling Joists: Cabinets: SiQ : ciEl t =?..a= fir zp: cU;�CQN RA rTOR t. T .ST u = L v t . Drywall: , / C2/' Painting: Floor Coverings: (7/17—r- 5/2e ivg 45,64) 7 ( Pzree K'rGGc- SPECIAL CONSTRICTION (MANUFACTURER OR SUPPLIER) l et TO: Building Official for the City of Rexburg Pursuant to the provisions of the Uniform Building Code, the undersigned requests that a building permit be issued for: Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect /Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all responsibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accord with the requirements of the final approved plans when a permit for the entire building or structure is finally granted. Dated this 31 day of May, 2002. Approved: REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION Footings and Foundation only at: Parkview Apartments - 164 South 3 West By REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 6 -28 -02 Plan Review Review Date: 7 -2 -02 Building Name: KEVIN SNELL APARTMENTS Building Address: 164 SOUTH THIRD WEST Stories: 2 Type of Construction: V -N Occupancy Classification: R -1 Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 3,000 SQUARE FEET 1).Required Fire Flow (Appendix III -A): 1500 GPM /TWO HOURS Comments: 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: OKAY Fire Hydrant Flows: OKAY Fire Flow Test Location: Fire Flow Supplied By: FD Other Approved Water Source: NONE Water Supply Acceptable: YES Fire Hydrant Location Acceptable: YES Water Supply Comments: NONE 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: YES Length: YES Surface: YES Turning Radius: Grade: Vehicle Vertical: Clearance: Turn Arounds: Complete Road Acceptable: YES Comments: ACCESS INTO COMPLEX SHALL BE MARKED WITH Z NO PARKING, FIRE LANE SIGNS AND HAVE CURB PAINTED RED AND MAINTAINED. 4).Access Roads and Water Supply, Including Fire Hydrants Are Required To Be Installed And Made Serviceable Prior To And During Time Of Construction (Article 9 Section 901.3): YES Comments: 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: NOT SHOWN Type Provided Acceptable: MINIMUM SIZE SHALL BE 2A1OBC Comments: PROVIDE EXTINGUISHER IN EACH UNIT 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: NO Type Of System Being Installed: Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: NO Comments: 7).Standpipes (Article 10 Section 1004) Required: NO Type Required: Comments: 8).Ventilating Hood And Duct Fire Extinguishing System (Article 10 Section 1006.2) Required: NO Type Being Provided: Automatic Fuel Shutoff Shown (Article 10 Section 1006.2.4): Portable Fire Extinguisher Shown (Article 10 section 1006.2.7): Comments: 9).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: Type Of System Being Provided: Manual: Automatic: Both: Components Of System Shown: Smoke Detectors: Heat Detectors: Manual Pull Station: Sounding Devices: Visual Devices: Door Holders: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: NO 10).Other Corrections That Are Required By Special Occupancy Or Conditions: UNITS NEED TO BE PROVIDED WITH SMOKE DETECTORS IN EACH BEDROOM AND ADJACENT CORRIDOR. Plans As Submitted Are Acceptable: YES WITH ABOVE ITEMS ADDRESSED Plans Checked By: CHRIS HUSKINSON Date: 7 -2 -02 Please furnish comments back to the plan reviewer in the following manner: Written Comments: New Plans: 124&2 Truss B2GE C WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 a IN s ■ •rv. v rvrv� r r�'r�r� r� rw• 'c� f w ow, r✓v , v Jifi 4 v. .... •. Pe"4+4141, 14sw, �rf"�r � �rrrrr � *r`• � i 4` iiii iilffaO�..fH.f�fffa.f�f�Ji.♦ . ♦f.a.♦ ♦aafff♦ •.` �JO`if`i`i`i`� JJJOi�i�i` if f4` i `iflfJi..fOifrHff�ff.�ff.fffaa♦ ♦f.f♦ f f �h`i`i�i`iO J Jf'�`i`i4`iOii` fi�`i`i�`iOiO`i`i�OO� J �.. a.� f . .f` a i `` f a f M� lF .�fOa f f� f�l fffffff f�fOi�i`i f J ... f a f f.. f f .1 H f f f ..1 f a 1 f .. a ..f .f y... a. of a.1.f .. f.. f a a. a f f �.JJi • f ♦ ! �! fJ � `i *J � L4�J Oti�Oi • A .4* •... J� +O iO �Jf � a. .`i 44OJaO...: :+!..i� ::! �J.:. • i O li f ....• 0 0. ■: O . � A .. !, �!a4.: ..�!iA�. �SA wO i! •. ...• i tai !a:wOf.a.wf ffa.... a. fa.. ....faa......fa...wwn........J: �i...,. t....c• • : _ .... .. _ _ 3x4 JADING (psi) U. 35.0 :DL 7.0 :LL 0.0 :DL 7.0 JMBER 3P CHORD 2 X 4 SPF 1650E 1.6E 3T CHORD 2 X 4 SPF 1650F 1.6E THERS 2 X 4 SPF Stud/Std RACING 7P CHORD heathed or 6-0-0 oc pudins. OT CHORD igid ceiling directly applied or 10-0 -0 oc bracing. FACTIONS (Ib /size) • 130/28 -0-0 I = 130/28 -0 -0 317/28 -0-0 = 207/28 -0-0 = 218/28 -0 -0 = 151/28-0-0 = 189/28 -0-0 lax Horz = - 18(load case 6) tax Uplift = - 3(load case 6) = - 48(load case 6) • - 33(load case 6) = - 35(load case 6) _ - 24(Ioad case 5) / = - 29(load case 5) Q T 0 R Y W U M 0 R Y W U SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code UBC97 /ANSI95 6/28 -0-0 156/28 -0-0 152/28-0-0 184/28 -0.0 317/28-0-0 208/28 -0-0 217/28 -0-0 . = -3(load case 8) - 23(load case 6) _ - 35(load case 6) = - 48(load case 5) = - 32(load case 5) = - 36(load case 5) Truss Type FINK 14-0 -0 14-0 -0 4.00 rii Max Gray A = M = N = P = S = X = V = 151(load case 2) 1510oad case 3) 374(load case 3) 244(load case 3) 256(load case 3) 178(load case 2) 223(load case 2) CSI TC 0.18 BC 0.05 WB 0.08 (Matrix) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 41 B -C = -45 D -E = -37 E -F = 19 G-H = -41 H-1 = -34 J-K = -33 K -L = -45 BOT CHORD A -Y = 9 X -Y = 9 V -W = 9 U -V = 9 S-T = 9 R -S = 9 P -Q = 9 0 -P = 9 M -N = 9 WEBS G -T = -128 L -N = -272 J-P = -178 I -R = -162 B-Y = -272 C-X = -130 E -V = -162 F -U = -189 Q = 14(load case 4) T = 156(load case 1) O = 179(load case 3) R = 218(load case 3) Y = 374(load case 2) W = 245(load case 2) U = 256(load case 2) C-D = 20 F -G = -41 I-J = -37 L -M = -35 W-X = 8 T-U = 9 O -R = 9 N-0 = 9 140 = -130 H -S = -189 D -W = -178 4x4 = G 28-0-0 28-0 -0 Qty 2 Ply 1 DEFL in (loc) I/de8 Vert(LL) n/a - , - -n/a Vert(TL) n/a - rile Horz(TL) 0.00 M n/a 1st LCLL Min I/deti =240 KEVIN SNELL - 4-PLEX (optional) 4201 SR1 s Nov 18 2000 MiTek Industries, Inc. Thu May 30 17:40:40 2002 Page 1 3x4 = 28-0 -0 14 -0-0 - PLATES MI120 Weight: 931b NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 7.0 psf top chord dead load and 7.0 psf bottom chord dead Ioad, 100 ml from hurricane oceanline, on an occupancy category I, condition I endosed building, of dimensions 45 ft by 24 fl with exposure C ASCE 7 -93 per UBC97 /ANSI95 If end verticals exist, they are not exposed lo wind. Itcantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase Is 1.33, and the plate grip Increase Is 1.33 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Mfrek "Standard Gable End Detail" 3) AO plates are 1.5x4 MI120 unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nanconcuirentwith any other live loads per Table No. 16-B, UBC-97. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib uplift al joint A, 3 Ib uplift at joint M, 48 Ib uplift at joint N, 23 Ib uplift at joint 0, 33 Ib uplift at joint P, 35 Ib uplift at joint R, 35 Ib uplift at joint S, 48 Ib uplift at joint Y, 24 Ib uplift al joint X, 32 Ib uplift el joint W, 29 Ib uplift al joint V and 36 Ib uplift at joint U. 8) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) Standard GRIP 197/144 Scale =1:342 023.2 -� Truss A2GE rC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 F -2 -0-0 j 2 -0-0 G r+�7 - - +v + '• �'• •'• •'• "� "� �'� +�'• ✓� "• "•- -• •'''- -�•� • • • • "• "• + -•-� •-• • • - •ii + - • - � i i=i i ii iii i i i i i * ii• •i i 4 i N t, N "i iii 3i iii i ii i •i i i i i i i�i�i i ii i ii�i�i� ii• i� G !i.44f. + i_ '' W ' , +1 4. 1+1+ +* t +4!+ A • .. . 1 � - i ! � �� J 1 A �Z!•! • •.+.. +!• 6!•!4N ANN �!• AA%•!• • • e e*•!#:!•.+i�i!4A�+l1�Q+!��i A :• �l+.�l+!+•O �!•i ��4 : ++ 4 *+++ QV + OI * ate Offsets (X,Y): (AC:0- 3- 0,0 -3 -01 JADING (psf) :LL 35.0 :DL 7.0 ILL 0.0 :DL 7.0 JMBER )P CHORD 2 X 4 SPF 2100F 1.0E 'Except' T1 2 X 4 SPF 1650F 1.6E T1 2 X 4 SPF 1650F 1.6E DT CHORD 2 X 4 SPF 1650F 1.6E THERS 2 X 4 SPF StudIStd RACING 3P CHORD leathed or 10 -0-0 oc puffins. OT CHORD Igld ceiling directly applied or 4-2-6 oc bracing. FACTIONS (Ib /size) • - 87/28 -0-0 AC D = 255/28 -0-0 AE F = 200/28 -0-0 AG = H = 195/28 -0-0 Al = J = 203/28-0-0 AB = A = 148/28-0-0 Z = _ - 278/28 -0-0 X = lax Hors • 28(load case 5) lax Uplift = - 591(load case 3) AC = - 168(bad case 6) 13 = - 39poad case 5) AE _ - 27(load case 5) F = - 30(load case 5) 999/28 -0-0 175/28-0-0 196/28 -0-0 201/28-0-0 281/28 -0.0 318/28 -0-0 89228 -0.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97 /ANSI95 Truss Type MOD. QUEEN 17-0 -0 17 -0-0 CSI TC 0.79 BC 0.69 WB 0.90 (Matrbc) Max Uplift AG = - 31(toad case 5) Al = - 52(load case 5) AA = - 22(load case 6) Y = - 338(load case 3) Max Gray B = 491(load case 2) AD = 255(load case 1) AF = 231(load case 2) AH = 222(Ioad case 2) AJ = 203(load case 1) AA = 167(load case 3) Y = 41(load case 8) FORCES (Ib) - First Load Case Only TOP CHORD A-B = 52 B -C = 1437 C-0 = 1427 D-E = 1401 E -F = 1428 F -G = 1428 G -H = 1428 H -I = 1427 hl = 1433 J -K 1409 K -L = 1409 L -M = 1434 M -N = 1424 N-0 = 1441 O -P = 1368 P -Q = 1478 Q-R = 1456 R -S = 1445 S-T = 1415 T -U = 52 BOT CHORD B -AJ = -1329 AI-AJ = -1329 AH -AI = -1329 AG -AH = -1329 AF -AG = -1329 AE-AF = -1329 AD -AE _ -1329 _ - 24(load case 5) = - 42(bad case 6) = - 48(load case 6) = - 124(load case 6) = 1318(load case 3) = 225(ioed case 2) = 233(load case 2) 266(Ioad case 2) 332(Ioad case 3) = 376(load case 3) = 1047(load case 3) 5x6 = 5x6 34-0 -0 34 -0-0 Qty 1 Ply 1 DEFL in (loc) Udell Vert(LL) n/a - n/a Vert(TL) 0.20 T -U >120 Horz(TL) -0.07 X We 1 st LC LL Min Udefl = 240 BOT CHORD AC-AD = -1329 Z AA = -1329 W -X = -1329 WEBS K -AC = -972 H-AF = -172 D-AJ = -164 M -AA = -137 P -X -518 AB-AC = -1329 Y -Z = -1329 V -W = -1329 J-AD = -227 G -AG = -167 C-AJ = -197 N -Z = -223 R -W = -63 KEVIN SNELL - 4-PLEX (optional) 4.201 SR1 s Nov 16 2000 MlTek Industries, Inc. Thu May 30 17:40:50 2002 Page 1 34 - 0 - 0 17 -0-0 AA-AB = -1329 X -Y = -1329 T -V = -1329 I-AE F-AH L -AB O -Y SA/ = -147 = -169 _ -228 = 63 = -97 PLATES M1120 MII20H Weight: 135 Ib NOTES 1) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 2411 with exposure C ASCE 7 -93 per UBC97 /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Design load is based on 35.0 psf specified roof snow load. 4) Unbalanced snow loads have been considered for this design. GRIP 187/144 148/108 LOAD CASE(S) Standard 36-0-0 2 -0-0 Scale = 1:46.6 5) Overhang has been design for 2.00 tknes live load + dead bad. 8) All plates are MI120 plates unless otherwise Indicated. 7) All plates are 1.5x4 M1I20 unless otherwise Indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord Eve load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 10) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 591 Ib uplift at joint 8, 188 b uplift at joint AC, 39 Ib uplift at joint AD, 27 Ib uplift at joint AE, 30 Ib uplift at joint AF, 31 Ib uplift at joint AG, 24 ID uplift at joint AH, 52 Ib uplift at joint Al, 42 Ib uplift al Joint AB, 22 Ib uplift at joint AA, 48 Ib uplift at joint Z, 338 Ib uplift at joint Y and 124 Ib upfll at joint X. 11) Non Standard bearing condition. Review required. 12) This truss has been designed with ANSI/FPI 1 -1995 criteria. )e3-2 Truss 81 Truss Type FINK Qty 10 Pty 1 KEVIN SNELL - 4-PLEX (optional) 4. 201 SR1 s Nov 16 200011471 ek Industries, Inc. Thu May 3017:40:39 2002 Page 1 C WEST (IDAHO FALLS), IDAHO FALLS, ID ' =2-0 -0 2 -0-0 )ADING (psi) :LL 35.0 :DL 7.0 :LL 0.0 ;DL 7.0 3x6 = ate Offsets (X,Y): IH:0 -3- 0,0-3 -4 1MBER )P CHORD 2 X 4 SPF 1650F 1.6E )T CHORD 2 X 4 SPF 1650F 1.6E EBS 2 X 4 SPF Stud/Std 7-4-14 7-4-14 9 -7-4 9-7-4 RACING )P CHORD - teethed or 2-11-15 oc puriins. DT CHORD gid ceiling directly applied or 6 -5-10 oc bracing. EACTIONS (Ib /size) 1541/0 -5-8 F = 1541/0 -5 -8 ax Harz = 22(load case 5) ax Uplift _ - 687(load case 5) F = - 687(load case 6) lax Gray = 1640(load case 2) F = 1840(load case 3) ORCES (Ib) - First Load Case Only OP CHORD -B = 26 B-C = -3002 C-D = -2584 = - 2584 E-F = -3002 F -G = 26 OT CHORD -I = 2835 3x4 = 14-0-0 6-7 -2 BOT CHORD H -I - 1950 F -H = 2835 WEBS C -1 = -560 D-I = 733 D -H = 733 E-H = -560 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 7.0 psf top chord dead Toad and 7.0 psf bottom chord dead load, 100 nil from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per UBC97 /ANSI95 If end verticals exist, they are not exposed to wind. tf cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase Is 1.33, and the plate grip Increase Is 1.33 2) Design load is based on 35.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live toads per Table No. 16-13, 118C -97. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 667 Ib uplift at joint B and 667 Ib uplift at joint F. 4x4 = D 18 -4-12 8-9-8 20 -7 -2 6 -7 -2 Ii 4.00 RI 1.5x 1.5x4 C E • i orla I IS H 5x6 = PLA TES M 1120 Weight: 92 Ib 7) This truss has been designed with ANSIJTPI 1 -1995 criteria. LOAD CASE(S) Standard 28 -0-0 9-7-4 28-0 -0 7-4-14 GRIP 197/144 3x8 = 30-0 -0 2-0-0 Scale = 1:39.3 G 1 d SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC97 /ANSI95 CSI TC 0.87 BC 0,75 WB 0,52 DEFT. in (loc) Udell Vert(LL) -0.23 I >999 Vert(LL) -0.43 H -I >764 Horz(TL) 0.10 F n/a 1st LC LL MIn Udefl = 240 023 -2 ' • IC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 2 -0-0 )ADING (psf) ;LL 35.0 ;DL 7.0 :LL 0.0 �DL 7.0 Truss Al 6 -2 -8 6-2-8 JMBER )P CHORD 2 X 4 SPF 1650F 1.6E 7T CHORD 2 X 4 SPF 1650F 1.6E rEBS 2 X 4 SPF Stud/Std `Except W4 2 X 4 SPF 1650F 1.6E W4 2 X 4 SPF 1650F 1.6E W5 2 X 4 SPF 1650F 1,6E RACING DP CHORD heathed or 3 -4-11 oc puffins. OT CHORD Igid ceiling directly applied or 4-9-6 oc bracing. /EBS Row at midpt D-L EACTIONS Qb /size) = 1431/0 -5 -8 lax Horz • 26(load case 5) lax Uplift ▪ - 624(toad case 5) lax Gray = 1730(load case 2) ORCES (lb) - First Load Case Only 8 -10-14 8 -10 -14 J = 2241/0 -5-8 5x6 ate Offsets (X,Y): IC :0- 3- 0,0- 3- 01,f10 -2- 8,0-3- 01, 4 0,03-01 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina" YES Code UBC97 /ANSI95 J = - 960(load case 6) J = 2332(load case 3) Truss Type MOD. QUEEN 11-7-4 5-4-12 4.00 12 • 3x4 CSI TC 0.80 BC 0.66 WB 0.85 17-0 -0 8 -1 -2 17-0 -0 5-4-12 TOP CHORD A -B = 26 B -C = -2809 C -D = -2378 D-E = -1299 E-F = -1299 F -G = -82 G -H = 1482 1-1-1 = 26 BOTCHORD B -M = 2650 L -M = 1967 K-L - 651 J -K = -1491 H -J = -1404 WEBS C-M = -495 D -M = 507 D-L = -907 E -L = 388 F-L = 471 F K = -1357 G-K = 1970 G -J = -2181 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 7.0 psf bottom chord dead Toad, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per UBC97 /ANSI95 If end verticals exist. They are not exposed 10 wind. If cantilevers exist, They are exposed to wind. If porches exist, They are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 2) Design bad is based on 35.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times five load + dead load. 454 = E Qty 13 LOAD CASE(S) Standard 22-4-12 5-4-12 Pry 1 \44#1 011k- 558 454 = 25 -1 -2 8-1 -2 DEFL in (loc) Vdefl Vert(LL) -0.18 M >999 Verl(TL) -0.29 L -M >999 Horz(TL) 0.07 J Ma 1st LC LL Min Vdefl = 240 KEVIN SNELL - 4 -PLE* (optional) 4.201 SR1 s Nov 16 2000 MiTek Indushies, Inc. Thu May 30 17:40:38 2002 Page 1 27 -9-8 5-4-12 1 28-0 -0 2 -10 -14 PLATES M1120 Weight: 125 Ib 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table No. 16-B, UBC-97. 8) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 624 Ib uplift at Joint B and 960 lb uplift at Joint J. 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. GRIP 197/144 34-0 -0 6-2 -8 34-0 -0 6-0-0 36-0 -0 2-0-0 Scale = 1:46.6 0 to :\ 0 0 to En H En En 0 0