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Home My WebLink AboutBP, CO & DOCS - 02-00053 - Green Gables II - Three 4-PlexesCITY OF REXBURG ISSUED TO: NAME: °"r �� 0E5 th PERMIT # `- ' 6 9- 0 FOR THE CONSTRUCTION OF: 4 * — 3 6 ( 455 JOB ADDRESS: 35 Z) b r. l GENERAL CONTRACTOR: R Rile) -\/ 6 4.o .D i 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 Issued By z3 02 Building Inspector THIS PERMIT MUST BE PROMINENTLY DISPLAYED AT THE BUILDING 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 b ecome null and void in the event of any deviation from the accepted drawin 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 Call 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 -o9 -o3 Building Street Address: 35o South Pioneer Road Building Owner: Randy Webb Contractor: Webb Construction Description of building or portion of building for which this certificate is issued: 3 - Four Plex Units Units 101, 102, 103, 104 Units 201, 202, 203, 204 Units 3oi, 302, 303, 304 Occupancy: This Certificate, issued rsuant to the requirements of Section tog of tbe Uniform Buibing Code, certifies that, at t e time of issuance, this buiL?ing or that portion of the buibing that was inspecteb on the Date listeD was f ouna to be in compliance with tbe requirements of the code for tbe group and Division of occupancy an tbe use for which the propose? occupancy was c(assi f ie?. C.O. Issued by: Water Department Full Date: January 7, 2003 (11:18am 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 Build' - ; O g icial has reviewed and approved said future chan es. Fire Department State of Idaho Electrical Department - (208 - 356-4830) 0 BUIL 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: O RESIDENCE FOOTINGS O CONCRETE O MASONRY 0 OTHER REMARKS: BUILDING INSPECTOR 0 NEW COMM. O REMODEL DEPARTMENT OF BUILDING & ZONING VALUE + ? FEE PAID 0 CASH O CHECK JOB ADDRESS ARCHITECT ❑ ADDITION O EDUCATIONAL O GOVT 0 RELIGIOUS DESIGNER fr ❑ RENEWAL 0 FIRE DAMAGE 0 FENCE 0 PATIO 0 CARPORT 0 GARAGE O AWNING INSULATED FOUNDATION O CONCRETE 0 MASONRY 0 OTHER BASEMENT 0 PARTIAL 0 FULL ONO FLOORS EXT. WALLS O WOOD 0 WOOD O CONCRETE 0 MASONRY O OTHER O COIlN�BETE ❑ VEIR 0 METAL O STUCCO INT. WALLS 0 WOOD 0 MASONRY O CONCRETE O DRYWALL 0 PLASTER O TILE CEILING 0 WOOD 0 DRYWALL 0 PLASTER 0 TILE O ACOUSTIC O OPEN ROOF O BUILT UR O WOOD SH. O COMP. SH. 0 TILE 0 ROLL ROW. O METAL HEAT O GAS O OIL O COAL O FIREPLACE 0 ELECTRIC 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. L.) DATE O REPAIR APPUCANT ADDRESS PHONE WHITE- Owner's Copy CANARY -Building Department's Copy PINK - Assessor's Copy GOLDENROD - Inspector O WALLS 0 CEILING O FLOORS O PERIMETER Date of Application 7 1j OWNER p� Name )1 , Site Address Mailing Address City /State /Zip /Y 4 / 6 //, Telephone/Fax/Mobile ,l CZ r S : SS A CONTRACTOR Name /e Mailing Address Z‘Z 4 A_ City /State /Zip .42 A 14 �> Telephone/Fax/Mobile /� j — 575 � if PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: .1-"/Z.)/? Is existing use cpmpatible with zoning, (screening parking, etc) When was this building last occupied Architect/ Engineer Firm Plan Name 6YPez- Subdivision Circle One Resident a{ Comn�ereial' Educational Government Circle One New House Addition/Remodel to House Circle One Basement: No Finished / Unfinished Lot Square Footage Lot Width Square Feet Garage Square Feet 40 Number of Stories What will structure be used for: Home Home Business Will there be an apartment? ,/l.) Total Estimated Cost //// v b U X 3 Building Type Signature of Applicant * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO / Lot re you in a flood plain /v,. Permit No. r_0 _p / O3 -tZ -2 /; X �z ? 2jcf model Other Block New Commerci Other one/ Patio/ Carport/ Commercial Remodel .. Z- Height of Building Commercial Other If so, how many units Awning N/A ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code Building Permit Fees .2, r? Li Zone Plan Check Fees Plumbing Permit Fees 9 r e Digging Permit Fees b Water &Sewer Fees l a-98 , Front Footage Fee c � TOTAL $ /3 3 C ?! Signature of Inspector `_"= Issued by Rough PlwnbMg Septic. Tank Fixtures Water Piping Complete Sewer CI OF REXBURG APPLICATION FOR PLUMBING PER maim Name Address TeL Lot Add. Name / Adicss Tel. NATURE OF INSTALLATION Use Skutt winlifs Kitchen Smks Floor Drain Drinking: Fauntains Wider Softeners PLUMBER DES ON OF WORK Urinal Sink Trap Water Heater Other Lawn Sprinklers Plumbing Permit Sewer Inspection Inspection of Pipe Inspection of Fixtures Received: Date Rough Plumbing Sewer Other Finish Plumbing FEES TOTAL $ INSPECTOR'S RECORD N PAM wa7•y OF RCYll'�1 iP[: SEP 0 6 2002 I,NSR NAME 1L zorat.-, 4 cra ilart Ccincreta: Masonry : Roof ing: sijatjo -/ - Drywall V72 /J : Painting: A6\5- F loo z Cover. Log s: PI Lunb i_ng: Heating: Electrical: Roc f ,e71 e 20E, Airi„ clZ CeA Floc— / Calling Joists: 0-r- 'r SUBCONTRAgn.R SPECIAL CONSTRUCTION (MANuFAcTuRER OR tiPPLIER) REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION 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: Footings and Foundations only at: 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 26th day of August, 2002. Approved: CITY 0 REXBURG John Millar By Green Gables 11 350 S. Pioneer Rd Rexburg, Idaho 83440 8/20/2002 Stan Palmer 2916 W 17 South Idaho Falls, Idaho 83404 Dear Dean, STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us I have reviewed the plans for the Randy Webb Apartments and have identified the following discrepancies, additions - or questions: 1. Identify that setbacks are to eaves. 2. Identify right -of -way lines. 3. Get with John Millar the City of Rexburg Public Works Director and work out a Development Agreement. 4. Provide details of handicap parking space aisles where they connect to sidewalk and accessible route into the buildings. 5. Identify trash facilities. 6. Provide minimum foundation reinforcement as per Section 1914.3.5 of the 1997 Uniform Building Code (UBC). 7. All units on lower level must be constructed as "Type B" units as per Section 1103.1.9.3 of the UBC. Identify as such. Please identify grab bar backing, accessible thresholds and all other accessible features. 8. Please identify smoke detectors as per the UBC and 2A -10BC fire extinguishers in each apartment unit. Smoke detectors are required in each bedroom. 9. Identify that bedroom windows must meet egress as per UBC Section 310.4. Identify the type of windows being provided, The plans show 4' wide by 3' high windows. Sliders in this size will not meet the minimum requirements of the UBC. If the windows are a casement variety where the whole window opens, please identify a maximum sill height. If the windows are set at header height the sill will probably not meet code. 10. Please identify firewall construction, including draftstops if used. Unit separation must be maintained from foundation to roof sheathing. Please provide details in crawl space and attic also. 11. Please identify fire separation at the floors between units. Engineered joists have their own requirements for fire protection and are not listed in the UBC. Please provide this information on the plans. One layer of drywall will not meet manufactures minimum fire requirements for Please provide me with 2 new copies of any corrected plans. If you have any questions, please give me a call at 359 -3020 ext. 324. Val Christensen Building Official C.C. engineered floor joists. Please obtain manufacture's information for fire resistance. 12. The Building Section on sheet A -5 identifies %2" drywall on the upper ceiling When trusses are placed on 24" centers, 5/8" drywall is required on ceilings. 13. On sheet A -5 the Building Section identifies that the floor sheathing is to be fastened with screws. This practice is not typical. Is it a structural requirement? If it is required, I will enforce it in the field. 14. Please identify crawl space vent locations to meet requirements of the UBC. Also identify attic ventilation to meet requirements of the UBC. 15. Please submit a copy of your plans to the State of Idaho Electrical Bureau. 16. I have attached a copy of the Fire Department review to the back of this document. Please resolve any issues identified by them. John Millar Chris Huskinson REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 5 -01 Plan Review Review Date: 8 -6 -02 Building Name: RANDY WEBB /KARL AND CHRIS PETERSON APARTMENTS Building Address: PIONEER ROAD Stories: TWO Type of Construction: V -N Occupancy Classification: R -1 Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 2944 SQUARE FEET /BUILDING 1).Required Fire Flow (Appendix III -A): 1500 GPM /TWO HOURS Comments: NONE 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: OKAY Fire Hydrant Flows: UNKNOWN Fire Flow Test Location: N/A Fire Flow Supplied By: N/A Other Approved Water Source: NONE Water Supply Acceptable: SEE COMMENTS Fire Hydrant Location Acceptable: YES Water Supply Comments: PLEASE PROVIDE ESTIMATE OF WATER FLOW FROM NEW HYDRANT PRIOR TO CONSTRUCTION. 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: X Length: X Surface: X Turning Radius: X Grade: X Vehicle Vertical: Clearance: Turn Arounds: X Complete Road Acceptable: YES Comments: NONE 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: IF NOT INSTALLED AND MADE OPERATIONAL PRIOR TO CONSTRUCTION A STOP WORK ORDER WILL BE ISSUED. 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: NOT SHOWN Type Provided Acceptable: SEE COMMENTS Comments: PROVIDE ONE FIRE EXTINGUISHER IN EACH UNIT, MINIMUM SIZE OF 2A1OBC EACH. 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: Comments: 7).Standpipes (Article 10 Section 1004) Required: NO Type Required: Comments: 8).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: X Both: Type Of System Being Provided: Manual: Automatic: Both: Components Of System: Smoke Detectors: X Heat Detectors: Manual Pull Station: Door Holders: Conditions: NONE Sounding Devices: Visual Devices: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: NO Comments: ALL SLEEPING ROOMS AND CORRIDORS SHALL BE PROVIDED WITH SMOKE DETECTORS. 10).Other Corrections That Are Required By Special Occupancy Or Plans As Submitted Are Acceptable: YES, PLEASE ADDRESS ABOVE ITEMS. Plans Checked By: CHRIS HUSRINSON Date: 8 -6 -02 Please furnish comments back to the plan reviewer in the following New Plans: manner: Written Comments: X Truss ID: A -01 Qty: 20 dame: 2x4 DTL #1 8 Btr. Plating spec : ANSI /TPI - 1995 2.13" " BC R13 D TC 2x4 DrV #1 S Btr. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. 2.13" Loa 2x4 ran STUD Loaded for 10 PSF non - concurrent BCLL. PLATE VALVES PER ICBO RESEARCH REPORT #1607. X -LOC REACT SIZE 1- 2 -12 1993 5.50" 5- 9- 4 1993 5.50" FORCE AXL BND CSI -4565 0.25 0.29 0.55 -4073 0.23 0.40 0.63 -2890 0.08 0.44 0.52 -2890 0.08 0.44 0.52 -4073 0.23 0.40 0.63 -4565 0.25 0.29 0.55 FORCE AXL 3-ND CSI 4259 0.61 0.14 0.74 3488 0.50 0.09 0.59 3488 0.50 0.18 0.68 3488 0.50 0.18 0.68 3488 0.50 0.09 0.59 4259 0.61 0.14 0.74 FORCE CSI -562 0.18 527 0.18 -1013 0.91 1318 0.44 WEB FORCE CSI 5 -11 -1013 0.91 5 -13 527 0.18 6 -13 -562 0.18 SHEPHERD TRUSS CO. -IONE (208) 785 -0181 0 FRONTAGE ROAD, BLACKFOOT, 10.83221 T 64-15 3 -10 0-3 -16 1 H 6-3 -1 --1 6-3 -1 6 -0-3 124-4 18 -0-0 4 0 9 9-4 -14 9-4 -14 5-8-12 5-8 -12 6 -04 18 -0-0 23 -8 -12 29 -8 -16 18 -0-0 3-5 4 10 8 -7 -2 18 -0-0 36 -0-0 11 -47)(7 1: 13 8 -7 -2 26 -7 -2 6 1 plates are 20 gauge Truswal Connectors unless preceded by "18" fo! 18 gauge or "H" for 16 gauge, posItioned per Joint Report, unless noted. WARNING Read all nutrn's on this sheet and give a copy )P1 to the Erecting Contractor. This design is for an individual building component. 11 has been based on specMcations provided by the component manufacturer and done in accordance with the latest versions of TPI anti AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer andtor building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading unposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to redbce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% andior taus connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL'. by Truswal, QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 4QST.88),'HANDLING INSTALLING AND BRAC NG METAL PLATE CONNECTED W000 TRUSSES' • 44498.91) and '5)8.91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI( is located at 563 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 ConneCtieut Ave, NW, Ste 200, Washington, DC 20036. 6 -3 -1 1 36 -0-0 -4 1 0A 14 9-4 -14 36 -0-0 UPLIFT REACTIONS) Support 1 -540 lb Support 2 -540 lb This truss is designed using'e,., UBC Code. Bldg Enclosed ° Yes Truss Location ° Not End Zone Hurricane /Ocean Line ° No , Catego,, Bldg Length ® 99.00 ft, Bdg Width ° 80'' Mean roof height ° 23.16 ft, mph - UBC Essential Facility, Dead Load ° 14.5 pea Eng. Job: .EJ. Chk: SAF Dsgnr: SAF TC Live 35.00 psf TC Dead 7.50 psf BC Live 0.00 psf BC Dead 7.50 psf TOTAL 50.00 psf WO: IFIDLB DurFacs L =1.15 P =1.15 Rep Mbr Bnd 1.15 o.C.Spacing 2- 0- 0 Design Spec UBC Seqn T6.2.10 - 92956 04-1 Drwg: N i 6 -9-0 SHIP MAX DEFLECTION (span) L/999 IN MEM 10 -11 (LIVE) Le - 0.41" D. - 0.17" T. -0 maw Joint Locations 1 0- 0- 0 8 0- 0- 0 2 6- 3- 1 9 9- 4 -14 3 12- 3- 4 10 12- 0- 0 4 18- 0- 0 11 18- 0- 0 5 23- 8 -12 12 24- 0- 0 6 29- 8 -15 13 26- 7- 2 7 36- 0- 0 14 36- 0- 0 12/13/2001 Scale: 118" =1' Name: X -LOC REACT SIZE 0- 2 -12 993 5.50" 15- 9- 4 993 5.50" FORM AXL BND CSI -1476 0.05 0.63 0.68 -1476 0.05 0.63 0.68 FORCE AXL END CSI 1316 0.19 0.32 0.51 1316 0.19 0.32 0.51 REQ'D 1.50" 1.50" FORCE CSI WEB FORCE CSI 210 0.07 SHEPHERD TRUSS CO. 'NE (208) 785 -0181 3-4 4 Truss ID: A -02 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1'8 Btr. WEB 2x4 DFL STUD This truss is designed using the UBC Code. Bldg Enclosed a. Yes Truss Location t. Not End Zone Hurricane /Ocean Line - Ne Exp Category - C Bldg Length le 99.00 ft, Bldg Width ® 50.00 £t Mean roof height o 21.50 £t, mph = 80 UBC Essential Facility, Dead Load a 14.5 psf 8 -0-0 4 00 Plating spec : ANSI /TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OP MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 8 -0-0 8 -0-0 8 -0-0 8 -0-0 16 -0-0 8 -0-0 -4.00 Qty: 8 -0-0 16 -0-0 8 -0-0 6 16 -0-0 )Iates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes n this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building compnn}nt. It has been based on specifications provided by the component manufacturer and done in accordance with the latest versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading Imposedl the local building code. R Is assumed that the top chord is laterally braced by the root or floor sheathing and the bottom chord )s laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause cpnnector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following standards: 'TRUSCOM MANUAL'. by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (05T -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB -91 SUMMARY ) 1.4-0 UPLIFT REACTION (S) Support 1 -271 lb' Support 2 -271 lb Eng. Job: .EJ. Chk: SAF Dsgnr: SAF TC Live 35.00 psf TC Dead 7.60 psf BC Live 0.00 psf BC Dead 7.50 psf MAX DEFLECTION (span) : L/999 IN MEM 5 -6 (LIVE) L. - 0.11" D. - 0.05" T= -0 Joint Locations 1 0- 0- 0 4 0- 0- 0 2 8 -0 -0 5 8 -0 -0 3 16- 0- 0 6 16- 0- 0 12/1 3/2001 WO: IFIDLB Scale: 174" = 1' DurFacs L =1.16 P =1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC X -LOC REACT SIZE REO'D - 2 -12 1993 5.50" 2.13" 9- 4. 1993 5.50" 2.13" FORCE AXL BND CSI -4565 0.25 0.29 0.55 -4073 0.23 0.40 0.63 -2890 0.08 0.44 0.52 - 2890 0.08 0.44 0.52 - 4073 0.23 0.40 0.63 -4565 0.25 0.29 0.55 FORCE AXL BND CSI 4259 0.61 0.14 0.74 3488 0.50 0.09 0.59 3488 0.50 0.18 0.68 3488 0.50 0.18 0.68 3488 0.50 0.09 0.59 4259 0.61 0.14 0.74 FORCE CSI WEB FORCE CSI -562 0.18 5 -11 -1013 0.91 527 0.18 5 -13 527 0.18 -1013 0.91 6 -13 -562 0.18 1318 0.44 'ICAL PLATE : 2-3 SHEPHERD TRUSS CO. )NE(208)785-0181 FRONTAGE ROAD, BLACKFOOT. ID.83221 TC 2x4 DEL #1 S Htr. BC 2x4 DFL #1 L Btr. WEB 2x4 DEL STUD GBL ELK 2x4 DEL STUD Gable verticals are 2x 4 web material spaced at 24.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 35 psf live load and 8 psf dead load. Additional design considerations may be required if sheathing is attached. Gable members others) e perpendicular to the plane of the member at intervals. Bracing is a result of wind loo applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. 6-3 -1 6-3 -1 6-0-3 12-3-0 18 -0-0 4.p - 3 Plating spec : ANSI /TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLA ERF non- RESE�ARCHn REPORT T. #1607. Eng. Job: .EJ. Chit: SAF Dsgnr: SAF TC Live 35.00 psf TC Dead 7.50 psf BC Live 0.00 psf BC Dead 7.50 psf TOTAL 50.00 psf WO: IFIDLB DurFacs L =1.15 P=1.15 Rep Mbr Bnd 1.16 O.C.Spacing 2- 0- 0 Design Spec UBC Seqn T6.2.10 - 92960 5-8 -12 5-8 -12 6-0.3 18-0-0 23 -8 -12 29 -8 -15 36 -0-0 18 -0-0 3-6 4 36 -0-0 9 10 11 9-4-14 8 -7 -2 9.4 -14 18 -0-0 6 6-3 -1 y 7 ' T � 41 it%1 6-3 -15 0 -3 -15 S 4-8 4-6 S=4-8 3-4 12 13 8 -7 -2 26 -7 -2 )fates are 20 gauge Truswal Connectors unless preceded by "18" for18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all note.I on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building compo an t. k has been based on specifications providedby the component manufacturer and done In accordance with the latest versions of TPI end 1FPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions era to be verified by the the loading imposed by he local building codsM� 0 s assumed that hegt pdesign.' c d is late braced by the roof or floor on foor this hi es design meet or sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal,'OUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (OST- B8).'HANDLING INSTALLING AND BRACIIIG METAL PLATE CONNECTED WOOD TRUSSES' - (HI13-91) and'HI8.91 SUMMARY SHEET by 791. The Truss Plate Institute (791) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200. Washington, DC 20036. 14 9 .4 - 14 36-0-0 Support 1 -540 Support 2 -540 lb This truss is designed usi UBC Code. Bldg Enclosed ar Yes Truss Location • Not End Sons B No 99.00 ft, Bld W idth Mean rooftheight - 23.16 ft, mph d a 14.5 UBC Essential Facility, Dead x 0-3 -1 i 6 -9-0 SHIP MAX DEFLECTION (span) L/999 IN ISM 10 -11 (LIVE) L. - 0.41" D. - 0.17" T. -0 owm.= Joint Locations 1 0- 0- 0 8 0- 0- 0 2 6- 3- 1 9 9- 4 -14 3 12- 3- 4 10 12- 0- 0 4 18- 0- 0 11 18- 0- 0 5 23- 8 -12 12 24- 0- 0 6 29- 8-15 13 26- 7- 2 7 36- 0- 0 14 36- 0- 0 12/13/2001 Scale: 1/8" = 1' A3 \.25% A3 \1.25" Rail A complete TJ -Xpert framing plan includes the True Joist Builder's Guide or Pocket Guide 1.25"/ Plot ID Length Product HEADER LIST Hdl 6' 1 3/4" x 9 1/2" 1.9E Microllam LVL Hd2 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL Hd3 3' 1 3/4" x 9 1/2" 1.9E Microllam LVL JOB COM4ENTS Randy Webb Peterson 4 -Plex Unit # of Net Qty Plies Qty 2 2 4 1 2 2 1 2 2 Plot ID Length Product Plot ID LEVEL NOTES File Name: %*bb- Peterson.JOB Level Name: Upper Floor Plot Date: 7/11/01 11:09 Design Date: 6/24/01 22:29 Drawing Scale: 1/8" - 1' Job Status: Foundation....Foundation Main Floor....Ready to Plot 6/24/01 22:42 Upper Floor...Plotted 6/24/01 22:29 NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loading Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 46 Lowest Rating: 38 Highest Rating: 52 Glued & Nailed Decking is Assumed Direct Applied C4ilinq is Assumed Floor Decking: 23)(32" OSB Normal 0.C. Spacing " 16 "* Default Wall / Beam Width: 3.5 "* Default Header Bearing Length: 1.5 "* Standard Blocking: Bkl* TJ -Xpert 6.12 (#676) D C6.12 D6.12 S6.12 P6.12 *Unless noted otherwise HANGER LIST - Simpson Strong -Tie Ccopany, Inc.® H1 6 IUT211 Hanger Notes: (1) Indicates non - stocked hanger (5) Backer Blocks Required ACCESSORIES LIST Bbl 1' 1/2" or 5/8" Backer Blocks Rm1 17' 6" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL Eb 1' 3 1/2" 11 7/8" TJI /Pro -150 Blocking Panels Bkl 1' 2 1/2" 11 7/8" TJI /Pro -150 Blocking Panels Shl 4' x 8' 23/32" OSB J M Rd H U Pc Bk Eb 0 TRUS JOIST CT}Xpert. Qty Product Label Top Nails Face Nails Member Nails Notes 10 -N10 2 -N10 (1)(5) JOIST AND BEAM LIST Plot ID Length Product J1 J2 J3 J4 M1 42' 11 7/8" TJI /Pro-150 joist 19' 11 7/8" TJI /Pro -150 joist 15' 11 7/8" TJI /Pro -150 joist 4' 11 7/8" TJI /Pro -150 joist 5' 1 3/4" x 11 7/8" 1.5E TimberStrand LSL Unit # of Net Qty Plies Qty 9 1 9 12 1 12 31 1 31 2 1 2 1 1 1 Unit # of Net Qty Plies Qty 12 1 12 12 1 12 1 1 1 18 1 18 49 1 49 CREATED BY B14C West 1425 North Holmes Ave. P.O. Box 1831 IDAHO FALLS, ID 83401 208- 522 -5571 FAX: 208 -529 -3610 SYM80L LEGEND TJI Joist Type Rectangular Product Type Bearing 1' 11 Beam Header Hanger Type Hanger Symbol Parallel Closure Type Blocking Type Extra Blocking (Lineal board length for panels different from the O.C. spacing) Point Load Line Load Area Load Detail Callout Label (See Builder's Guide or Pocket Guide) Joist Layout Symbol FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE Preliminary Layout for Review and Approval REQUIRED BEARING LENGTHS Bearing Warning 1 Label Length i� M1 (19) 1.5" 2� M1 (20) 1.5" (s) M1 (21) 1.5" 4� M1 (22) 1.5" Headers not listed require 1.5" of bearing length. Support widths provide adequate bearing for products not listed. JOIST AND BEAM LIST Plot Unit 1 of Net ID Length Product Qty Plies Qty J1 42' 11 7/8" TJI /Pro -150 joist 15 1 15 J2 15' 11 7/8" TJI /Pro -150 joist 28 1 28 J3 13' 11 7/8" TJI /Pro -150 Joist 3 1 3 J4 2' 11 7/8" TJI /Pro -150 joist 2 1 2 M1 15' 1 3/4" x 11 7/8" 1.5E TimberStrand LSL 4 1 4 ACCESSORIES LIST Plot Unit 1 of Net ID Length Product Qty Plies Qty Bbl 1' 1/2" or 5/8" Backer Blocks 6 1 6 Wb1 8 5/8" 1/2" x 2 5/16" Web Stiffeners 7 2 14 Rml 17' 6" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 12 1 12 Eb 7' 9" 11 7/8" TJI /Pro -150 Blocking Panels 1 1 1 Bkl 1' 2 1/2" 11 7/8" TJI /Pro -150 Blocking Panels 28 1 28 Shl 4' x 8' 23/32" OSB 50 1 50 16" J2 H Rmr I ..I H II J2 II J 3 ID J3 k—� II .L , !1 H1 I; 01 :j Rm J2 2 J2 A oomplete TJ -Xpert framing plan includes th Trus Joist Builder's Guide or Pocket Guide 1.25" JOB =TENTS Randy Webb Peterson 4 -Plex LEVEL NOTES File Name: Webb- Peterson.JOB Level Name: Main Floor Plot Date: 7/11/01 11:11 Design Date: 6/24/01 22:42 Drawing Scale: 1/8" - 1' Job Status: Foundation....Foundation Main Floor....Plotted 6/24/01 22:42 Upper Floor... Plotted Plotte 22:29 NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loading Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 49 Lowest Rating: 40 Highest Rating: 55 Glued 6 Nailed Decking is Assumed Direct Applied Ceiling is Assumed Floor Decking: 23/32" OSB Normal 0.C. Spacing = 16 "* Default Wall / Beam Width: Standard Blocking: Bkl* TJ -Xpert 6.12 (1676) D C6.12 06.12 S6.12 P6.12 *Unless noted otherwise 3.5 "* HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 3 IUT29 8 -N10 2 -N10 (2)(5) H2 4 IUT29 8 -N10 2 -N10 (2) Hanger Notes: ( Web-Stiffeners Required (5) Backer J M H u Pc Bk Eb V O SYMBOL LEGEND TRUS JOIST 4 Tapert. CREATED BY BMC West 1425 North Holmes Ave. P.O. Box 1831 IDAHO FALLS, ID 83401 208 - 522 -5571 FAX: 208 -529 -3610 TJI Joist Type Rectangular Product Type Bearing Wall Beam Hanger Type Hanger Symbol Parallel Closure Type Blocking Type Extra Blocking (Lineal board length for panels different from the O.C. spacing) Point Load Line Load Area Load Detail Callout Label (See Builder's Guide or Pocket Guide) Joist Layout Symbol Wall Header / Bearing Width Warning FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE Preliminary Layout for Review and Approval