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HomeMy WebLinkAboutCO & DOCS - 02-00005 - Just Sports - New CommercialCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o3 -o3 Building Street Address: 1154 Stocks Ave Building Owner: Richards Construction Contractor: Richards Construction Description of building or portion of building for which this certificate is issued: Occupancy: Full This Certificate, issued rsuant to tbe requirements of Section 1o9 of t&e Uniform Bui(aing Code certifies that, at time of issuance, this building or that portion of the buitbing that was inspected on the bate listed was f ouna to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancN was classi f ieb. Commercial - Just Sports 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 Buildi`g 0 y ial has reviewed and approved said future changes. Water Department . ' ' LJ/i . Fire Department 7 /\ BUILDING PERMIT APPLICATION REXBURG, ID DATE : N O. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN N� D APP ED IN TEIE ACCOMPANYING PLANS AND SPECIFICATIONS. W1 Arai (11 M JOB ADDRESS err OWNER BUILDER STRUCTURE: O RESIDENCE TINGS CONCRETE O MASONRY 0 OTHER FOUNDATION tW'CONCRETE 0 MASONRY 0 OTHER BASEMENT O PARTIAL F FLOORS tONC RETE O OTHER EXT. WALLS O wooD O MASONRY O CONCRETE O VENEER METAL 0 STUCCO INT. WALLS (‘WOOD 0 MASONRY • 111CONCRETE ar DRYWALL 0 PLASTER 0 TILE CEILING OpOOD : bRYWALL 0 PLASTER O TILE 0 ACOUSTIC 0 OPEN ROOF 0 BUILT UP. 0 WOOD SH. 0 COMP. SH. O TILE ROOF. METAL HEAT II GAS O OIL 0 COAL O FIREPLACE O 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 regulbns pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. REMARKS: VALUE FEE PAID BUILDING INSPECTOR NEW COMM. DEPARTMENT OF BUILDING & ZONING /2, 0 ARCHITECT 0 REMODEL O ADDITION 0 EDUCATIONAL 0 GOVT 0 RELIGIOUS R CASH CHECK O REPAIR 0 FENCE 0 PATIO DATE WHITE - Owner's Copy CANARY - Building Department's Copy * PINK - Assessor's Copy ks AM& PHONE DESIGNER O RENEWAL 0 CARPORT GOLDENROD Inspector FIRE DAMAGE 0 GARAGE 0 AWNING LATED ALLS CEILING 0 FLOORS 0 PERIMETER City /State /Zip t �Jv.r , y y- 0 PROJECT INFORMATION APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Date of Application L– OWNER 1 /� Name -D- S 4^r4 s l e' 5'I r u Site Address //o"..1 5 k c kt e. Mailing Address / 7 1 7 RA- \ rv' Telephone/Fax/Mobile 4 6 1 /2, r - _ 1 :1 r 31 / / 2 - e ' /' .7s - 4 4-0 CONTRACTOR Name Mailing Address City /State/Zip Telephone/Fax/Mobile Property Zone: //4 E sD Is existing use compatible with zoning, (screening parking, etc) `(ms-.s When was this building last occupied Architect/ Engineer Firm ,/ Tvi Z - \J1 evl Subdivision b - ,l:.Y k Circle One Residential Commerci Educational Circle One Circle One Basemen New House Addition/Remodel to House Will there be an apartment? �f n Finished / Unfinished DEPARTMENT APPROVAL Plan Name 3 i$ $ Government Remodel Other Lot Square Footage / S O 7 s Lot Width 7 S " Square Feet 1 1-$O O Garage Square Feet Number of Stories 1 Height of Building 2- 6 What will structure be used for: Home Home Business Apartment (Commercial Other If so, how many units Total Estimated Cost I. L 0 OCR Are you in a flood plain N p Signature of Applicant Building Type Permit No. e - 43 -03 Lot 2- Block 2_ w Commerci Commercial Remodel Other: None/ Patio/ Carport/ Awning N/A PAID MAR - 5 2002 'O ! F XBURG Code Building Permit Fees i / Z 7? . 76 Zone Plan Check Fees ,ri2 0 Plumbing Permit Fees /.5" /. 7 Digging Permit Fees / p� oy�j Water & Sewer Fees / / /of • D TOTAL $ c 7 c� a Signature of Inspector ti . 0 , OZe Issued by 3 5411 as r Rough Plumbing Septic Tank Fixtures Water Piping Complete ire Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor brain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer OWNER Name t' Addressel.' Lot Blk. A Add. 8 11.5 M r t t` af, PLUMBER Name Address Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT Plumbing Permit Sewer Inspection Inspection of Pipe Inspection of Fixtures Received: Date By Sewer Other Rough Plumbing Finish Plumbing FEES TOTAL $ INSPECTOR'S RECORD N PAI MAR - 5 2002 C ITY O RE XBURG E INSP.. NAME Concrete: Masonry: Roofing: Floor Coverings: Piumbing: Seating: Roof Trusses: Cabinets: Siding/Exterior Trim: Excavation & F -t hwork : v\` Cam; (Y\K . k tmn Insulation: ca A∎ . Drywall: Painting: - Electrical: �S QJ-rk `, '1 . ✓ -4t r l- C r.ti�t - () 1 .A� Floor / Ceiling Joists: SU L1 S E SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) MEDCO February 25, 2002 John Millar — Public Works Director City of Rexburg 12 North Center Rexburg, Idaho 83440 Dear Sir: The Madison Economic Development Corporation Business Park Committee will allow the variance of twenty -four feet on the South right of way of lot 2, Block 2, allowing a shift of the Just Sports building to the South. After review of the lot and site plan, we see no adverse affect to the City of Rexburg, Business Park tenants or the Corporation. Sincere! Glenn T. Walke Business Park Chairman/ President Elect Madison Economic Development Corporation Cc: Scott Spaulding Clair Boyle PLATTS PLUMBING ?.0. Box 247 Parker , D 83438 '5L I1Tr1 Proposal Submitted To: G (iS1k M ; \\, Name D&).,Vk.. c_\r.0�r& 1 c�`�'• Street City State Phone Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance upon above work. Work- men's Compensation and Public Liability Insurance on above work to be taken out by Date - Nf ' J FORM 3850 PROPOSAL Respectfully submitted ORIGINAL Work To Be Performed At: Street City State Date of Plans Architect f We hereby propose to furnish the materials and perform the labor necessary for the completion of TO _ _ CO V1e i r\ -t-r, n, o L * P k• -ireA ;.r,q ` c - (N2.-\)-) /- 7-0', \- k-- I - / - k: c L 5 f1 k 1- i •na14v-6cv 1- _ v Go, 0)c S cua -l-ti k eo a - k h; h S rv>\c - r- Z;(3.),. - (-0,0\1/4 .4 r (3. Wh K. (to Go, \ to r) V we f koc 'tv - Ue, k Cx S ppt,e Inc . - E ( K Sic \eSS k'.-k, Zou w i ovc.\ Clrk; s\0. l.ay _ (-- co S - NO.o,./ 1 / .n.Qr-'i - dorck ►1d \ c o4) `t ; lei 5 ck rc C,64 K;-kJ Cit - b..k.r (s S -4 o CQP L . Dwv _ -10 iD e _ k %S ., t. r+ 5 ■ ckk. fe 35 bctC hot f All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of Tk1.42 - t- ot.rWx& (\ A \i-.v o ta. 4 -Co.-, r4 ----Dollars [$ 3g oc' ]. with payments to be made as follows: /1 $3 `''� vpo:� c^vv.- �c�.v,orl� Qr 4 / g 60 °" �p o et 1e. ; ( :),(\ 5 . G ®" ©u4— cx. t le4,0 "1 Signature Signature Per Note —This proposal may be withdrawn by us if not accepted within a days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above, MADE IN U.S.A. REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 1 -29 -02 Plan Review Review Date: 2 -08-02 Building Name: JUST SPORTS WAREHOUSE Building Address: CORNER OF PROFIT AND STOCKS Stories: One Type of Construction: V -N Occupancy Class: B, M, S -1, S-3 Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 4800 SQ. FEET 1).Required Fire Flow (Appendix III -A): 1,750 2,000 GPM FOR TWO HOURS Comments: FLOWS MAY BE REDUCED UP TO 75% TO 1500 GPM IF AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED. 2).Water Supply (Article 9, Section 903) Required: Yes Fire Hydrant Location: B -57, B -58 Fire Hydrant Flows: OK Fire Flow Test Location: Same Fire Flow Supplied By: FD Other Approved Water Source: N/A Water Supply Acceptable: Yes Fire Hydrant Location Acceptable: Yes Water Supply Comments: NONE 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: NO 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, IF NOT COMPLETE 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: NOT SHOWN Comments: PLEASE PROVIDE FIRE EXTINGUISERS AS PER 1997 UFC 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: NOT WITH CURRENT OCCUPANCY CLASSIFICATION 7).Standpipes (Article 10 Section 1004) Required:Type Required: No 8).Ventilating Hood And Duct Fire Extinguishing System (Article 10 Section 1006.2) Required: REQUIRED ONLY IF COMMERCIAL FOOD OPERATION OCCUPIES SPACE 9).Fire Alarm Systems (Article 10 Section 1007)Required: NOT WITH CURRENT OCCUPANCY CLASSIFICATION 10).Other Corrections That Are Required By Special Occupancy Or Conditions: Plans As Submitted Are Acceptable: YES, WITH ABOVE ITEMS CORRECTED Plans Checked By: CHRIS HUSRINSON Date: 02 -08 -02 OWNER - DEVELOPER OWNER- DEVELOPER REXBURG .L MEDCO 134 E. MAIN REXBURG, IDAHO 83440 PHONE: (208)356 -5700 ENGINEER ENGINEER FORSGREN ASSOCIATES /INC P.O. BOX 549 350 NORTH 2ND EAST REXBURG. IDAHO 83440 PHONE: 356 -9201 15' LANDSCAPE BUFFER - --r 70' EASEMENT 36.17' 589'38'54 " - 30.08' /!, f l, zi 1 184417 SCALE: 1" = 100' 83 a a ARTCO BUSINESS PARK I � E9 L S89'49'54 E 424.13_ 1 _1 - 130.00' 140.00' I n 3 r 4 7 50' 1 6. 41 acres aO .45 acres CO a 0 N 83 b 0 QI f r 91.37' 106.14' B .5 acres ry I 15' UTL EASEMT. 39.34' o F co [106.37__ 106.14' J 130.00' - 140.00' i 2 5 x .46 acre8 .5 acres BLOCK 1 N 2 ii .5 acres P.O.B s'iI 15' "CA. DSCAPE BUFFER N89 35'50"W I 29.88' :7-1 7-lo TOTAL AREA PHASE 1 AREAS 106.03' 3 4 .5 acres O 106.03' 211 130.00 k 140.00' 6 ` N 8 n ,' N .53 acres .5 acre N a N 7 zY O 05.92' E. 4 4 .5 acres N69'41'47'W 105.92' SECTION 17 CITY OF REXBUF Lj 1 < 62 acres � L 589'35'35 "E gD 13.64' 10 V) .5 acres �© 113.63' 143.63' W a0 1 N .5 acres 0. 105.80' 16.62' N 15 LOTS (REXBURG BUSINESS PARK) 7.46 AC. AREA IN LANDSCAPE BUFFER .21 AC. AREA IN STREETS (REXBURG BUS. PARK) 3.11 AC. 10.78 AC. 142.37' 9 .5 acres W 142.37' rn0_ .5 2 acres 0� 1 142.37' 105.80' 1 105.69' SO0'10'06 'W `_14. 43 acres :,r;• .3: f 120.00' B 1 089'49'5 PF 142. a-, 8 .6 .5 aci BLOC 142. 3 .5 ac 142 DMDEND S89'48'49 E 976. 105.69' BLOCK 6 5 acres 105.58' 4 n 7 • .5 acres 105.58'_ 1148.1: PHASE 23 LOTS AREA IN 1 TOTAL ARI FORSG AssOCta7E QA1ZA Lc,4 MEDCO 134 E. MAIN REXBURG, IDAHO 83440 PHONE: (208)356 -5700 FORSGREN ASSOCIATES /INC P.O. BOX 549 350 NORTH 2ND EAST REXBURG, IDAHO 83440 PHONE: 356 -9201 7 8 1817 tr � 4 0 z 36.17' 589'38'54" S 30.08' /!, 70' EASEMENT 15' LANDSCAPE BUFFER SCALE: 1" = 100' m a 39- ARTCO BUSINESS PARK I 1 589'49'54 "E 424.13' z 0 E 130.00' M 3 00.41 acres M L _ I - 91.37' o I 130.00' \`© 1Q.0Q0. 0. 15'"1A DSCAPE BUFFER ,1 N89 35'50"W 'r I 29.88' % 0 z1 _ I 184417 REXBURG � BLOCK 1 106.14' g ; y 2 a .5 acres xi .5 acres ry F - 15' UTL EASEMT. 106.37' 106.14' 140.00' PHASE 1 AREAS u 2 \\ N 5 x.46 acret;.,pN .5 acres 106.03' 106.03' NT 4 . 45 acres n 3 4 0 .5 acres N J 140.00' N 130.00' k 140.00' n �'0 6 N ro m .53 acres .5 acre _11_0.9_ ©J N89'41'47'W 50' 03 1 1 I L 89'49'S0"E� J r I rT - 201:53' 2 • 1' acres 05.92' b 4 6 .5 acres 105.92' SECTION 17 CITY OF REXBUI VI 201.48' a t col • .62 acres 589'35'35 "F ( O 113.64' 10 in .5 acmes Z I 143.63' W 0 I � N .5 acres 0. © 113.63' 171.55' 120.00 105.80' 16.62' 0 v .5 res O 1 N 105.80' i•1 15 LOTS (REXBURG BUSINESS PARK) 7.46 AC. AREA IN LANDSCAPE BUFFER .21 AC. AREA IN STREETS (REXBURG BUS. PARK) 3.11 AC. TOTAL AREA 10.78 AC. S89'49' 57.94' F 142.37' 14; - 9 6 1 M .5 acres Ki .5 a ^ N BI-0 W 142.37' 2 0 .5 acres o a O 142.37' 105.69' BLOCK N 6 o - .5 acres 105.69' S0 10' W .43 acres 4 m M E 14: 0 ▪ .5 c e 7 14 _ DMDENI S89'48'49 E 97 105.58' O .5 acre O 105.58 1148: PHASE 23 LOTS AREA IN TOTAL AI FORS( As8OC IAT1 CIA 1 "SA 5453 x -10C 1 0- 2 -12 2 59- 9- 4 REACT SIZE REO'D 3260 5.50" 3.48" 3260 5.50• 3.dB' TC FORCE ATI END CSI 1 -2 -7714 0.33 0.4B 0.81 2 -3 -6941 0.16 0.38 0.54 3 -4 -6777 0.15 0.41 0.56 4 -5 -4854 0.14 0.40 0.54 5 -6 -4854 0.14 0.40 0.54 6 -7 -6729 0.15 0.41 0.56 7 -8 -6941 0.16 0.38 0.54 8 -9 -7714 0.33 0.46 0.91 BC FORCE AID. BED CSI 10 -11 7240 0.59 0.19 0.78 11 -12 5894 0.48 0.16 0.64 12 -13 5894 0.48 0.16 0.64 13 -14 7240 0.59 0.19 0.78 WEB FORCE CSI 2 -11 -970 0.64 4 -11 998 0,33 4 -12 -1745 0.87 5 -12 2237 0.97 WEB FORCE CSI 6 -12 -1745 0.87 6 -13 998 0.33 8 -13 -97D 0.64 SHEPHERD TRUSS CO. PHONE (208) 785 -0181 450 FRONTAGE ROAD, BLACKFOOT, 10.83221 TC 2x6 DFL SS BC 2x6 DFL S5 WEB 2x4 DFL STUD WEDGE 2x6 DEL SS Plating spec : ANSI /TPI - 1995 THIS DESIGN I5 THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALVES PER ICB0 RESEARCH REPORT /1601. Loaded for 10 ESP non- concurrent ACM. CAUTION - persons installing trusses should retain a local engineer for proper lifting, handling and bracing per TPI /1610 -91. 2-pA 10-10-8 9-6-12 10 -10-8 20-5-4 30-0-0 Truss ID: A -01 Qty: 39 2 3 4 ao 10 1 15-7-14 16 -7 -14 El Denotes the requirement for lateral bracing at each location shown. Lateral bracing systems which include diagonal or x-bracing are the responsibility of the building designer. Truswal Systems BRACE -IT may be used for continuous lateral bracing on trusses spaced 24" oe. Alternatively, use scabs or T- braces as shown on Truswal Systems standard details. Unrestrained hertz. LL deflection a 0.27 " 9 -6-12 9-6-12 9 -6-12 10 -10.8 30-0-0 39 -6 -12 49-1 -8 60-0-0 30 -0-0 6 2 8 -4.00 , 5-8 9 -1- � : \ 5=5-6 S 10-6 -1 4-14 ' AthibiL b' .I� 0-6-1 8-8 8-8 4 -10 60-0-0 4 -10 12 12 14 14-4-2 14-4-2 15 -7 -14 30 -0-0 44-4 -2 60-0-0 AN plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. 2 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual buildngcomponent-It has been based on specifications provided by the component manufacturer and done M accordance with the latest version of TM end 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 fabriee4on. The bu designer shall ascertain that the loads utl9zed on this design meet or exceed the loading imposed by the local building code 8 rs assumed that the top chord le laterally braced by the roof or floor sheathing and the bottom chord le laterally braced by a rigid sheathing materiel directly attached, unless otherwise noted Bracing shown is for lateral support of components members only to reduce buckling length This component shao not be placed in any environment that will cause the moisture cerdenl of the Wood exceed 105 and/or cause connector plate corrosion. Fabricate, handle, Install and braes mils !ruse In accordance w8h the following standards: TRUSCOM MANUAL', by Truswa','QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (O57- 88),'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED W000 TRUSSES' - (188 -91) and 1110.91 SUMMARY SHEET' by T11. The Truss Plate Ins6Bute (195 is located al 583 D'Onobie Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW, Sle 200, Washington, DC 20038. UPLIFT RFACTION(S) ' Support 1 -891 lb Support 2 -891 lb This truss is designed using the UBC Code. Bldg Enclosed= yes Truss Location = Not End Zone Hurricane /Ocean Line = No Sap Category w C Bldg Length = 99.00 ft, Bldg Width - 50.00 ft Mean roof height = 25.25 ft, mph = 80 UBC Essential Facility, Dead Load = 14.5 psf SHIP Drwg: 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 MAX DEFLECTION (span) : L/782 114 HEN 11 -12 (LIVE) L= - 0.91° D= -0.39" T= -1.. Joint Locations e==== 1 0- 0- 0 8 49- 1- 8 2 10 -10- 8 9 60- 0- 0 3 16 -11 -11 10 0- 0- 0 4 20- 5- 4 11 15- 7 -14 5 30- 0- 0 12 30- 0- 0 6 39- 6 -12 13 44- 4- 2 7 41- 2 -14 14 60- 0- 0 11912002 Scale: 1116" =1' WO: DAVERICH DurFacs L =1.15 P =1.15 Rep Mbr Bnd 1.15 O.C.Spadng 2- 0- 0 Design Spec UBC Senn T6.2.10 - 93766 g Job Name: Job Name: Truss 1D: A -02 Qty: 2 Drwg: ERG 71-10C REACT SUE 9E0'13 1 0- 2 -12 3260 5.50" 3.48" 2 59- 8- 4 3260 5.50" 3.48" TC FORCE ATa. END CSI 1 -2 -7714 0.33 0.46 0.91 2 -3 -6941 0.16 0.38 0.54 3 -4 -6777 0.15 0.41 0.56 4 -5 -4854 0.1d 0.40 0.54 5 -6 -4854 0.14 0.40 0.54 6 -7 -6729 0.15 0.41 0.56 7 -8 -6941 0.16 0.38 0.54 8 -9 -7714 0.33 0.48 0.01 Bc FORCE Axi. END CSI 10 -11 7240 0.59 0.19 0.78 11 -12 5894 0.4e 0.16 0.64 12 -13 5894 0.48 0.14 0.64 13 -14 7240 0.59 0.19 0.78 WEB FORCE CSI WEE FORCE C81 2 -11 -97D 0.64 6 -12 -1745 0.87 4 -11 998 0.33 6 -13 998 0.33 4 -12 -1745 0.87 8 -13 -970 0.64 5 -12 2237 0.97 TYPICAL PLATE : 2-3 TC 2x6 DFL SS HC 2x6 DFL S8 WEB 2x4 DB'L STUD WEDGE 2x6 DEL SS GEL BLX 214 DFL STUD Elating spec : ANSI /TPI - 1995 THIS DESIGN IS TES COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO BRUME REEORT (11607. Unrestrained harie. LL deflection = 0.27 " 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 stud vertical members require lateral bracing (designed by others) perpendicular to the plane of the member at intervals. Bracing is a result of wind IWO applied to member. (Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support fox webs in the truss plane and creating shear wall action to resist diaphragm loads. T 10-6 -1 1 4.14 0-6 -1 4 -10 2 10-10-8 9-6 -12 10 -10-8 20-5-4 30 -0-0 2 3 t0 4,00 I 1 15-7-14 15-7-14 4 ra Denotes the requirement fox lateral bracing at each location shown. Lateral bracing systems which include diagonal or x- bracing are the responsibility of the building designer. Truswal Systems BRACE -IT may be used for continuous lateral brazing on trusses spaced 24" oc. Alternatively, use scabs or T - braces as shown on Truswal Systems standard details. Loaded for 10 PSP non - concurrent BOLL. CAUTION -persons installing trusses should retain a local engineer for proper lifting, handling and bracing per TEI/HI8 9.6 12 9-6-12 9 -6-12 10-10-8 30 -0-0 39.6 -12 49 -1.8 60 -0-0 30 -0-0 60-0-0 12 14 4 2 30 -0-0 f 6 7 8 -4.00 13 14-4-2 44 -4-2 4 -10 14 15 -7 -14 60 -0-0 All plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. UPLIFT BEACTIOM(S) : Support 1 -891. lb Support 2 -891 lb This trues is designed using the UBC Code. Bldg Enclosed ae Yes Truss Location - Not End Zone Bureioaae /Ocean Line = NZ , Category = C Bldg Length = 99.00 ft, Bdg Width = 50.00 ft Mean roof height = 25.25 ft, mph = BO UDC Essential Facility, Dead Load = 14.5 psf SHIP MAX DEFLECTION (span) L/782 IN NM 4 11 -12 (LIVE) LP - 0.91" D. - 0.39" T. -1 Joint Locations 1 0- 0- D 6 49- 1- 8 2 10 -10- 8 9 60- 0- 0 3 16 -11 -11 10 0- 0- 0 4 20- 5- 4 11 15- 7 -14 5 30- 0- 0 12 30- 0- 0 6 39- 6 -12 13 44- 4- 2 7 41- 2 -14 14 60- 0- 0 1/9/2002 Scale: 1(16" =1' SHEPHERD TRUSS CO. PHONE (209) 705.0181 450 FRONTAGE ROAD, BLACKF001,10.03221 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an individual budding a .mponenL a has been based on specifications provided bylhe component manufacturer end done in eceosdence with the latest versions 01781 and AFPA design standards. No responslbRity is assured for dimensional accuracy. Dimensions are to be verlfiedby the component manufacturer and/or bullring designer prior to fabricallon. The building designer shed aseeneo Ihat the loads utilized on this design meet or exceed the loading Imposed by the local budding code. It is assumed that the lop chord Is laterally braced by the roof or goer sheathing and Ihebmtom chord is laterally braced by a algid sheathing materiel dressily attached, unless othendse noted. Bracing shown is for lateral support of components members only to reduce budding length. This component strati not be placed in any environment that will cause the moisture content of the wood exceed 19% andfor cause ennnecior plate cartosion. Fabricate, handle install and brace this Inks in accordance w4h the following standards: TRUSCOM MANUAL', by Tluswel, 'OUAUTT CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - FIST•841'ILANOLMG TISTALLINGAND BRACING METAL PLATS CONNECTED W000 TRUSSES .l6 13911 end 168-91 SUMMARY SHEET' by TPL The Truss Plate Institute (780 is located M503 D'Onehia Drive, Madison, Wisconsin 53719. The Amedoan Forest and Paper Association (AFPA) Is located ad 1250 Connecticut Ave, trill, she 200, Washingtorti DC 20036. 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: DAVERICH DurFacs L =1.15 P =1.15 Rep Mbr end 1.15 O,C.Spacing 2 -0 -0 Design Spec UBC Seqn T6.2.10 - 93767 Designed y: Sco t A Spaulding, P.E. Checked By: Date 7 Date: Design Intelligence, LLC Engineering Calculations Summary Date: January 29, 2002 Subject: Just Sports Warehouse, Rexburg, Idaho Customer: Dave Richards This analysis uses the Design Criteria required by the local jurisdiction and the 1997 UBC as the basis for the calculations. Materials: Dimensional Lumber - UBC Design Values Used Concrete: 2500 psi @ 28 days Reinforcing Steel - fy = 60,000 psi for #5 and larger and Grade 40 for #4 and smaller. Assumptions: UBC 1997 — Foundations designed for Max Brg Pressure of 2000 psf Design Loads: Snow = 35 psf Seismic = Seismic Zone 3 Wind = 80 mph, Exposure C References: Uniform Building Code, 1997 Edition Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 Design Loads Snow Load: Wind Load Seismic Snow Loads Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch Wind Loads Seismic Loads Rise P= Ce *Cq* q Ph V= Use 35.0 35.0 32.5 29.9 27.6 25.6 psf psf psf psf psf psf 90 mph 20.8 Ca - Zone 2B 3 0.28 0.36 0.164 W JUST SPORTS WAREHOUSE Page 1 4 0.44 1/29/02 • Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 Type Fb psi JUST SPORTS WAREHOUSE 1/29/02 2600 2400 LVL GLB DF Beam 1 Type LVL Span = Tributary Area = Loads Moment Live Load Moment = Dead Load Moment = Section Modulus Required 135.22 Section Width = Section Depth = Section Modulus Provided = Moment of Ineritia Provided = Deflection Live Load = Dead Load = Total = Horizontal Shear fv = FV = 1300 Garage Door Headers Fb psi Fv psi E psi 2600 285 1900000 191 Fv psi 20508 8789 5.25 in. 0.25 0.11 0.36 psi 327.75 psi E psi 1900000 1500000 95 1900000 14 in. ft ft lb-ft lb-ft Uniform Load = in. 171.5 in3 1200.5 in4 in. L/360 in. L/240 OK Allowable Use 5.25 246093.8 105469 0.42 0.625 X Point Load = 0 1050 0 450 lb-in lb-in in3 in. in. Reaction = 14 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 9375 LVL Ibs Page 1 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 JUST SPORTS WAREHOUSE 1/29/02 Type Fb psi Fv psi E psi LVL GLB DF Type LVL Span = Snow Live Load Dead Load Section Width = Section Depth = Total = fv = FV = 2600 2400 Beam 2 Garage Door Header Tributary Area = Fb psi Fv psi 2600 Loads Live Load Moment = Dead Load Moment = Deflection Live Load = Dead Load = Horizontal Shear 177 327.75 165 1500000 285 1900000 1300 95 1900000 35 psf 0 psf 15 psf 285 E psi 1900000 2100 lb-ft 900 lb-ft Section Modulus Required = .5 in. 7.25 in. Section Modulus Provided = 30.7 Moment of Ineritia Provided = 111.1 0.03 in. 0.01 in. 0.04 in. psi OK psi Allowable Use Point Load = Uniform Load = 13.85 in3 in4 L/360 L/240 3.5 25200 10800 in3 0.13 0.2 Reaction = X 0 1050 0 450 lb-in lb-in in. in. 7.25 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 3000 LVL Ibs Page 2 • Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 JUST SPORTS WAREHOUSE 1/29/02 Shear Wall Analysis - Short Wall Wind Load = 25 .4, psf Roof Height = 26 ft Wall Height = 16 ft Length of Long Wall = Area at Mid Height of Wall = 80 ft 2720 ft ^2 Wind Force = Shear Wall Length 240' ft Shear /ft in Wall @ Mid Height Provide 1/2" APA rated sheathing with 8d nails @ 6" o c. at panel edges and 12" o.c. in the field. Blocking is required. Seismic Analysis 69088 288 Width Ibs Ibs /ft Length Load 3 24 (includes snow) Roof Dead Load Long Wall Length 80 ft Short Wall Length 60 ft Wall Dead Load Height Length Load Seismic Force @ Mid Height of Wall Shear Wall Length Shear per ft in Wall @ Mid Height 240 ft 109 Ibs /ft Provide 1/2" APA rated sheathing with 8d nails @ 6" o c. at panel edges and 12" o.c. in the field. Blocking is required. Seismic Multiplier = 0.164 OK Weight 125496 Weight 33600 26092 Ibs Ibs Ibs Page 1 Shear Wall Analysis - Long Wall Wind Load = 25.4 26 psf Roof Height = ft Wall Height = 16 ft Length of Long Wall = 60 2040 ft Area at Mid Height of Wall = ft^2 Wind Force = 51816 Ibs Shear Wall Length 160 ft Shear /ft in Wall @ Mid Height 324 Ibs /ft Provide 1/2" APA rated sheathing with 8d nails @ 4" o c. at panel edges and 12" o.c. in the field. Blocking is required. Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 JUST SPORTS WAREHOUSE 1/29/02 Page 2 • Dessgn Intelligence, LLC JUST SPORTS WAREHOUSE 1/29/02 135 East Main, Suite A Rexburg, Idaho 83440 Foundation Design Allowable Bearing Capacity Snow Load Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load Floor Dead Load Exterior Bearing Walls Roof Loads Floor Loads Wall Load Stem Wall Load Footing Load Total Reinforcing Requirements Min Reinforcing Factors Footing Stem Wall Footing Stem Wall Vertical Horizontal Vertical - Reinforcing Spacing 1500 0 480 300 208 2488 0.002 0.0012 Continuous Reinforcing Count Continuous Reinforcing Count 0.002 UBC 1997 Ibs /ft Ibs /ft Ibs /ft Ibs /ft Ibs /ft Ibs /ft 2000 psf 35' psf 40 psf 15 psf 15 psf 1 51 psf 15 psf Bearing Pressure = Reinforcing Bar #4 0 .2! in*in Page 1 2 3 18 Max Roof Span = Max Floor Span = Wall Height = Stem Wall Height = Stem Wall Width = Proposed Footing bars bars in. 1493 psf 60+ ft 0 ft 16 ft 4 f 6 in. Width 20 in Depth 10 in OK D'e'ign Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 JUST SPORTS WAREHOUSE Allowable Bearing Capacity Snow Load Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load Floor Dead Load Interior Bearing Walls Roof Loads Floor Loads Footing Stem Wall Vertical Horizontal 35 psf 40 psf 5' psf 15' psf I5': psf 15 psf Ibs /ft Ibs /ft Wall Load Stem Wall Load Footing Load Total Reinforcing Requirements Min Reinforcing Factors 480 Ibs /ft 300 Ibs /ft 133 Ibs /ft 913 Ibs /ft 0.002 0.0012 0.002 Bearing Pressure = Proposed Footing 6 in Foundation Design UBC 1997 Footing Continuous Reinforcing Count 1 bars Stem Wall Continuous Reinforcing Count 3 bars Max Roof Span = Max Floor Span = Wall Height = Stem Wall Height = Stem Wall Width = 0 f 0 ft 16' ft Oft 6 in. Reinforcing Bar #4 0.2j ini'in Vertical - Reinforcing Spacing 18 in. Page 2 1/29/02