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Home My WebLink AboutCO & DOCS - 02-00052 - Keystone Plaza - New Commercial BuildingCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o9 -01 Building Street Address: 160 East Valley River Drive #i Building Owner: Rick Barton - Keystone Plaza Contractor: R. E. Beck Construction Description of building or portion of building for which this certificate is issued: Commercial - Nature's Nook Occupancy: Full This Certificate issued pursuant to the requirements of Section 109 of the Uniform Buif ding Code, certifies that at the time of issuance, this huifbing or that portion of the 6ui[aing that was inspected on the bate fisted was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancv� was classified. Date: December 5, 2002 (4 :2 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 Building • ial has reviewed and approved said future change Water Department State of Idaho Electrical Department - ( 208 - 356 D Fire Departme CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o9 -ol Building Street Address: i6o East Valley River Drive #2 Building Owner: Rick Barton - Keystone Plaza Contractor: R. E. Beck Construction Description of building or portion of building for which this certificate is issued: Commercial - The Bread Basket Occupancy: Date: December 5, 2002 C.O. Issued by: Water Department Full This Certificate, issued rsuant to the requirements of section I09 of tbe Uniform Bu1(tin0 Code, certifies that, at t e time of issuance, this build; or th at portion of the � � f hulloing th at was inspected on the date listed was found to be in compliance with tbe requirements of tbe code for the group and division of occupancv� ano the use for which tbe proposed occupancy, was c(assi f ied. Building 0 cial 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 ; 0ffit:al has reviewed and approved said future changes. State of Idaho Electrical Department - ( 208- 356 0 ire Department 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 . ;' G; U IV BUILDER k ' ye k STRUCTURE: at NEW ❑ RESIDENCE I COMM. FOOTINGS ' FOUNDATION CONCRETE MASONRY 0 OTHER JOB ADDRESS i 1 r4 s t ARCHITECT 0 REMODEL 0 ADDITION 0 EDUCATIONAL 0 GOVT 0 RELIGIOUS 0 REPAIR PHONE DESIGNER O RENEWAL 0 FIRE DAMAGE 0 CARPORT 0 GARAGE 0 AWNING INSULATED p CONCRETE ❑ MASONRY ❑ OTHER BASEMENT O PARTIAL 0 FULL NO FLOORS 0 WOOD &CONCRETE 0 OTHER EXT. WALLS ❑ WOOD I& MASONRY 0 CONCRETE 0 VENEER 0 METAL. 0 STUCCO INT. WALLS CEILING ROOF O WOOD 0 WOOD 0 MASONRY 0 DRYWALL 0 CONCRETE 0 PLASTER ODRYWALL O TILE O PLASTER 0 ACOUSTIC p TILE O OPEN O BUILT UP. 0 WOOD SH. 0 COMP. SH. O TILE O,ROLL ROOF. 0 METAL HEAT S OIL 0 AL 0 EP CE O E CO L FIR ECTRIC 0 FENCE 0 PATIO This permit is issued subject to the regulations contained in the Uniform Building Code and Z that the work to be done as shown in the plans and specifications will be completed in accor pertaining and applicable thereto: The issuance of the permit does not waive restrictive cov 0 WALLS 0;(CEIUNG D FLOORS 0 PERIMETER Iations of Rexburg, and it is bfreby agreed Iations 11 REMARKS: DEPARTMENT OF BUILDING & ZONING VALUE 2 t (d.3 0 FEE PAID 0 CASH 0 CHECK BUILDING INSPECTOR DATE APPUCANT ADDRESS WHITE - Owner's Copy CANARY— BuNding Department's Copy PINK,Aseisibes Copy GOLDENROD-Inspector i`,t q Date of of Application OWNER (� Name R C ( RA rrTc NI e_v 4 — ` Za Site Address / 0 f��ST (A Z)� Mailing Address 38/0 e: 2) City /State /Zip i (� ( q I j e2 3 /z0-' Telephone/Fax/Mobile ZG f 3s'(o S 26 3 i -/ 37 Z CONTRACTOR Name 6z REckz C AS - rtAcl - ∎o/1 Mailing Address P. 0 , k C City /State /Zip S kN e \ \, ( , A � ` � " �Z�7 APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Telephone/Fax/Mobile (2o SY sz g - q 4 / ,�7 st _ ocry ) PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: t i ` e'5 Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied Permit No. � 6 9 . -61 Architect/ Engineer Firm De-s Sr\ r ; s e Ace Plan Name e-Y S Mn ,e p1(a 7z. q- Subdivision Lot 4 1 D fArko e c9ec o k Residential Car m j Educational Government Remodel Other Circle One Circle One Circle One Lot Square Footage What will structure be used for: Home Home Business Apartment Will there be an apartment? IVO Total Estimated Cost Z ( 0S 000 Signature of Applicant Code Zone New House Basement: Building Type Signature of Inspector Addition/Remodel to House (New Commercif Commercial Remodel Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A Lot Width Vi X a() Square Feet :3OO 0 Garage Square Feet ) Number of Stories Height of Building /6 Commercia`I) Other If so, howl many units Are you in a flood plain 6 e 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Building Permit Fees Plan Check Fees Plumbing Permit Fees Digging Permit Fees Water & Sewer Fees �� D 1 -_ Front Footage Fee TOTAL $ Issued by Rough Plumbing Septic Tank Fixtures Water Piping Complete Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer OWNER Name: u t„ <st .r" Address l � r F 'If Tel. Lot Name Address Blk. Add. PLUMBER Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT FEES Plumbing Permit $ 2 F 7 Sewer Inspection $ Inspection of Pipe $ "" Inspection of Fixtures $ TOTAL $ 1) Received: Date By Rough Plumbing Sewer Other Finish Plumbing . `INSPECTOR'S RECORD N S INSR NAME - a vati c . x_ - ` ` Ewa= : Masonry : Roofing: Insulation Drywall. Painting: Floor Ccveri.nas: Plumbing: /oc_kr\ eaci.Qg: Electrical : A f-e0 Eleck\_; Roo 'T' uses; S r 'i cor / Cailimg Joists: • SUBCONT ACTOR LIST SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) et 8/14/2002 Scott Spaulding Design Intelligence 135 East Main Rexburg, Idaho 83440 Dear Scott, eery 1 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 Keystone Plaza drawings that you have provided me and have identified the following discrepancies: 1. Please identify all of the landscaped areas. The two planter areas do not meet the minimum 10% required to be Left in landscaped area. Also, has snow storage been identified? 2. Elevations at parking and drives are incomplete. 3. The trash dumpster is located in a position that will not allow easy access. As it is now located, our truck would have to back in the entire length of the parking lot to reach it. 4. There is a sanitary sewer main located near the center of your parking area. Change the sewer service lines to connect to the internal sewer line. This will eliminate the need to excavate out into the street. Provide manhole at end of existing sanitary sewer main. 5. Provide bar joist details from manufacturer. 6. Page SO identifies special inspections being required for high strength bolting, field welds and structural masonry. Who will be performing these inspections? Please provide us information regarding frequency of inspection and any details associated with these inspections. 7. Please identify how the roof drain is installed within the building. The floor plan does not identify a box out in the framing below. 8. Please identify mechanical. If roof units are used, has structural considerations been taken? If HVAC units are in the building, where are they located? Identify if ducts will penetrate the firewall. ETC. 9. Provide a copy of the plans to the State of Idaho Electrical Bureau. 1a. The large room identified as Rental Space will require two exits and therefore exit identification. Please identify on plans. j 11. The Fire Department has reviewed the plans. I have attached a copy of there report. Please return two sets of revised plans. Let me know if I can be of any further assistance. If you have any questions, please give me a call at 359 -3020 ext. 324. Val Christensen Building Official cc 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: 7 -18 -02 Plan Review Review Date: 8 -6 -02 Building Name: VALLEY RIVER RETAIL Building Address: VALLEY RIVER DRIVE Stories: ONE Type of Construction:. -N Occupancy Classification: B, M Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 4869 TOTAL SQUARE FEET 1).Required Fire Flow (Appendix III -A): 2000 GPM /TWO HOURS Comments: REQUIRED FIRE FLOW MAY BE REDUCED BY 75% IF BUILDING EQUIPPED WITH APPROVED AUTOMATIC SPRINKLER SYSTEM. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: ONE HYDRANT EXISTING Fire Hydrant Flows: OK Fire Flow Test Location: N/A Fire Flow Supplied By: FD Other Approved Water Source: NONE Water Supply Acceptable: SEE COMMENTS Fire Hydrant Location Acceptable: YES Water Supply Comments: PLAN APPROVAL WILL DEPEND UPON GETTING THE HYDRANT NEAREST K -MART REPAIRED AND MADE OPERATIONAL YEAR AROUND. 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: WITH THE FUTURE ADDITION WILL THE SPACE BETWEEN THE BUILDINGS BE PAVED, GRAVEL, OR GRASS? 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 EXTINGUISHERS THROUGHOUT COMPLEX, MINIMUM SIZE OF 2A1OBC. 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: NO Type Of System Required: Manual: Automatic: Both: Type Of System Being Provided: Manual: Automatic: Both: Components Of System: Smoke Detectors: Heat Detectors: Manual Pull Station: Door Holders: Sounding Devices: Visual Devices: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: YES Comments: NONE 10).Other Corrections That Are Required By Special Occupancy Or Conditions: NONE Plans As Submitted Are Acceptable: YES, PLEASE ADDRESS ABOVE ITEMS. Plans Checked By: CHRIS HUSKINSON Date: 8 -6 -02 Please furnish comments back to the plan reviewer in the following manner: Written Comments: X New Plans: Des gn , intelli ence, LLC Structural Engineering 3685 W Hwy 33 Rexburg, Idaho 83440 Date: August 29, 2002 To: Val Christensen Plan Reveiwer City of Rexburg, Idaho Subject: Keystone Plaza Building and Site Plan Dear Mr. Christensen, Please see the attached revised site plan. Call: (208) 359 -1461 FAX: (208) 359 -0740 Comment #1: The property is 21908 SF. The landscaped areas total 2416 SF that is greater than the 10% required. Landscaped areas are noted as grass hatch on the site plan. Comment #2: The elevations will be reviewed with the contractor and additional elevations added if required. Comment #3: The trash dumpster has been moved to the planter area near Valley River Drive. Comment #4: Sanitary sewer will be attached to the stubbed out line as suggested. However, there is some difficulty in locating it. No one seems to know where it is. Comment #5: Bar joist details are attached. Comment #6: No Special Inspections are required for this structure. Those shown on SO are "boiler plate" and are to apply only if those conditions exist. Comment #7: The roof drain will be installed thru the roof near the location shown on the drawings. Since the weight of the drain is insignificant we do not show the box out detailing on the roof framing plan. We intend to frame between the steel bar joists with 2x2x1/4" angle to support the drain. The intent is to hide the drain pipe in an interior wall. The drain pipe will be 4" diameter ABS. Comment #8: Mechanical HVAC etc will be placed on the roof and supported by the steel wide flange beams and not on the steel bar joints. The ducting penetrating a firewall is specified on the drawings as 26 gage metal with fire dampers. Comment #9: Will Do 1 Comment #10: This room has an exit at the front and one to the south. See attached revised floor plan. Fire Department Review The developer has decided not to sprinkle the building. Per conversations with John Millar, Bob Beck informs me that the City of Rexburg will ensure that the hydrant discussed in the Fire Department review will be operational so that construction is not delayed.. Fire Extinguishers are noted on the floor plan. Please call me if you have any questions. Respectfully, Scott A Spaulding, P.E. Design Intelligence, LLC gn Des Intelligence, LLC Structural Engineering 3685 W Hwy 33 Rexburg, Idaho 83440 Date: August 29, 2002 To: Val Christensen Plan Reveiwer City of Rexburg, Idaho Subject: Keystone Plaza Building and Site Plan Dear Mr. Christensen, Please see the attached revised site plan. Comment #9: Will Do Call: (208) 359 -1461 FAX: (208) 359 -0740 Comment #1: The property is 21908 SF. The landscaped areas total 2416 SF that is greater than the 10% required. Landscaped areas are noted as grass hatch on the site plan. Comment #2: The elevations will be reviewed with the contractor and additional elevations added if required. Comment #3: The trash dumpster has been moved to the planter area near Valley River Drive. Comment #4: Sanitary sewer will be attached to the stubbed out line as suggested. However, there is some difficulty in locating it. No one seems to know where it is. Comment #5: Bar joist details are attached. Comment #6: No Special Inspections are required for this structure. Those shown on SO are "boiler plate" and are to apply only if those conditions exist. Comment #7: The roof drain will be installed thru the roof near the location shown on the drawings. Since the weight of the drain is insignificant we do not show the box out detailing on the roof framing plan. We intend to frame between the steel bar joists with 2x2x1/4" angle to support the drain. The intent is to hide the drain pipe in an interior wall. The drain pipe will be 4" diameter ABS. Comment #8: Mechanical HVAC etc will be placed on the roof and supported by the steel wide flange beams and not on the steel bar joints. The ducting penetrating a firewall is specified on the drawings as 26 gage metal with fire dampers. Comment #10: This room has an exit at the front and one to the south. See attached revised floor plan. Fire Department Review The developer has decided not to sprinkle the building. Per conversations with John Millar, Bob Beck informs me that the City of Rexburg will ensure that the hydrant discussed in the Fire Department review will be operational so that construction is not delayed.. Fire Extinguishers are noted on the floor plan. Please call me if you have any questions. Respectfully, Scott A Spaulding, P.E. Design Intelligence, LLC 2 Sent By: DESIGN INTELLIGENCE; 12083590740; Des n intelligence, LLC Structural Engineering Call: (208) 359 -1461 3685 W Hwy 33 Rexburg,MCabo 83440 Date: November 6, 2002 To: Val Christensen City of Rexburg Building Inspector Subject: Keystone Plaza Building Special Inspection Dear Mr. Christensen, I have spoken with the contractor with regard to the connections that were not inspected. He told me that though he offered to open the rear wall for the inspector if needed the inspector did not request it. He also told me that the welds inspected received praise from the inspector on their quality (as noted in thc report). The rear wall supports the her joists which are welded to embedded plates. No other connections exist on the rear wall. All the welding was done by the same individual so I have a high level of confidence that though these welds were not inspected they are of the same quality as the others. In my opinion there is adequate evidence to accept the work. Please call me if you have any questions. Respectfully, Scott A Spaulding, P.E. Design Intelligence, LL Nov -6 -02 12:35PM; Page 2/2 FAX: (208) 359 -0740 MEMO: TO: TO WHOM IT MAY CONCERN FROM: CHRIS HUSKINSON, FIRE MARSHAL DATE: APRIL 3, 2002 RE: KENT HILLMAN STRIP MALL TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. Fire Apparatus Access: A turn- around shall be provided after 150 feet from the entrance. This can be made possible by eliminating one parking place and using the area around the dumpster to maneuver. The builder has agreed to this stipulation. 2. Site requires two hydrants within 450 of building. New hydrant at Sonic Drive -In and existing hydrant on the corner of Valley River Drive and First East will suffice. This hydrant needs to be repaired so it is usable year - around. Currently it does not drain properly. If there are any questions please feel free to contact me. Chris Huskinson Fire Marshal Mg-28-2002 THU 39:44 PM DAVID. BOND 208 538 6058 17.4C.utre,V, A) .' 4 / /; • i ,s • ,,,,,,,,: S , / ; • L 0 hf.....V1.- .1 ,• 2 F il: F,'. ! 7- • • f* ! Cti i 11 0 iv • us 3 RI 4 r i 3 , ••: r r I ,. ..11 rir•:: ht: INd cti••re. .-;," i,:,... r•:•■ Lg'ilcaa 7 , :rli.:. , ;!:t• P. 01 ( totati &At:La tcriml Ft. Lind ?;.114 t0tal q. ft- or '4 - 11t12% otl, ft, total partr.trtg Is 4%. Project: • . Project No: 0 1 4 Date: i ° r .23 ° 02 Day of Week: 1.06 tDs . Structure: sronE. P/tir i4 On -Site Personnel: R. . talek - /llm' 6o-1e 5 i ICw- 4 Equipment: r . . . . J., Fc s Work In Progress: Comments: C,- i i <- n 1-c. �� t, 4; --,I,e_ Lo 41 a .- r.1 44 4-v)<, A-A b br, i + 1.---: it s - r s . NUF 4 - ,z - rn , r;ri ,.ri4+ -g cAe1.4-blt Va l hyOF ,a-..,� ,.,r 1JS ,c) 4.. k.- j J- c,wvv.v. A - Ian, R. F.rfp L),41 s,,,,k 6#14.ryes 772r.4ci rdtef' . -5 ^- M;i5 ss '1"- h b�l +Fy r.avirlEAlal all csr 13,.401 're iS r•tw1 (` IVIFr°.11..4T15 i4110 8,,....., -r, , �/f► WFLti Iti eiYIalte71cTYli .. 7 gloCtuf in I r / .Spfe4 2 tAYf 4 5 (WYIP Sr. br,1 14T 1 /J4pfl ' try s4ev edreilifektrn /^ -r IY1i'" o -F S iiftte7L♦rC't . . l s- r;-�,rt F.'1 �'nwt-}f- c A•ri r7 Ice) fin ice �t tg144 4CAP -Ti) Sp eel A-4 1 "�tdh -cal 7;:..h+ !+- - "riA .. 41i4 -fiif� :vi -// //Es //fs t r. �-,'i eirnix .... At • t - . JJ t o Lt..)4,1 r 6.5 - ei All 5 ri4 i lED -A? YA l_S do 2 " Laeq 166+14 S i 1)FS Xii' i',T 770 13.FF44✓v 6.111•EL44 P, 2YM,k5' a ti tr, b1,, YV1F+34 4 i 4, ern 1-:#/s n.2 hw v 1 sc inIL ( A-if s+-.1 b wfi I/J (moos ♦ c! 0 : rsr 1 441 m. C . _ , . i to To Be Resolved: % i .. .. 1At #13 ine .T ieie) E r J Strata Representative: - .4.4.j. 444- S gna re: I� �y�� Page of yrn,A3. ( -k 7 � GEOTECHNICAL ENGINEERING & MATERIALS TESTING O BSERVATTON REPORT tW0 11/4/2002 Scott Spaulding Design Intelligence 3685 W. Hwy 33 Rexburg, Idaho 83440 Dear Scott, Sincerely, Val Christensen Building Official P.O. Box 280 0 Q 12 North Center Street 00 Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us STATE OF IDAHO www.ci.rexburg.id.us I have received the special inspection report for bolting and welding from Strata concerning weld and bolt inspections performed on the Keystone P1.7a building. Please find a copy of this document attached to the back of this letter. As you can see, some of the connections were covered and not able to be inspected. Please let me know how you intend to remedy this problem. If you have any questions, please give me a call at 359- 3020 ext.. 324. Project: l< yS1011E P14aer Project No: Pba+3'M- Date: i O " a3 — d A Day of Week: L.)6t]5 ., Structure: s r v „ � P/ * :i On -Site Personnel: R. . Beek — i17Mf 619 5 i (7 0 — Equipment: /2: . :, i 4 ... t.:( . � S iQ j Work In Progress: f .,44 A . r Comments: t tx AP a. i'7 i r 14 ., t / - e Al 1 c ' ' 1k Al 9 Oa % �./ - / . .I.:_. __ • ' / ■• . - n•• - -- _ -- 7. L 1 1. 1 . 4444 .0 .. 4 Pine, nF(l4 1 rt- - :mot a1 s 1.etf� EAref } ..- - g,�. , iF /) 4- . ,�,s -,4, , /l i 1 LOA ,.t b to +A p s S / e+A °c44-4! aryl5 ” ""' 1 r , ' `�- �. _ : ..r w . f N — .�•i , 1 /.'«111 r / /, s i t .a 'll J • t. ' O. T . a : ' . 1 .r •,a / A • ' • A • . To Be Resolved: t - '" - . ' l3 67 J2 4 / III R� r ',egy f sft‹. Strata Representative: S gn Page of /ld U' ( Aign • GEOTECHNICAL ENGINEERING & MATERIALS TESTING OBSERVATION REPOR qy c) Designed Sco A Spauldin , P.E. Checked By: Dat •� Date: Date: July 31, 2002 Subject: Valley River Retail, Rexburg, Idaho Customer: Dan Davenport Design Intelligence, LLC Engineering Calculations Summary 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 - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: UBC 1997 — Foundations designed for Max Brg Pressure of 1500 psf Design Loads: Snow = 35 psf Seismic = Seismic Zone 2B Wind = 80 mph, Exposure C References: Uniform Building Code, 1997 Edition Customer Drawings TrusJoist MacMillian Design Guides Summary: All bar joist and masonry wall sizes and footing sizes are noted on the drawings. 7 ?e/of-z_ 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 VALLEY RIVER RETAIL 7/31/2002 135 East Main, Suite A R.E. BECK CONSTRUCTION Rexburg, Idaho 83440 Design Loads Snow Load: Wind Load Seismic Snow Loads Rise Run Roof Pitch 3 12 Roof Pitch 4 12 Roof Pitch 6 12 Roof Pitch 8 12 Roof Pitch 1 12 Roof Pitch 12 12 Wind Loads Seismic Loads P= Ce *Cq *qs *Iw Ph V= Zone 2B 0.127 35 psf 13.7 80, mph 6.4 psf 25.4 Reduction psf psf 2.5 *Ca *I *W /R = 0.28 W 0.0 psf 0.0 psf 2.5 psf 5.1 psf 7.4 psf 9.4 psf 70 mph Ce Cq 12.6 Horizontal Vertical 1 0.12 Page 1 Use 35.0 35.0 32.5 29.9 27.6 25.6 qs 80 mph 16.4 2A 0.22 psf psf psf psf psf psf 90 mph 20.8 1.19 Exposure C 1.3' Horizontal 0.7 Vertical Ca - Zone 2B 0.28 3 0.36 4 0.44 Design Intelligence, LLC 135 East Main, Suite A Rexbur., Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Masonry Design -1997 UBC Tributary Length of Roof 14 ft Assume Reinforced Masonry w/o Inspection Unsupported Wall Height (h') Masonry Block Width h' /t Reinforcing Steel Space Reinforcing @ Reinforcing Bar Area Total Reinforcing Masonry Unit Radius of Gyration Table (UBC 1997 Table 21 -H -1) Min. Horizontal Reinforcing Min. Vertical Reinforcing Modulus of Elasticity Shear Modulus (G) Anchor Bolts Diameter = Shear Cone Area (Ap) = Allowable Tension Load Allowable Shear Load 18 32 in. 0.2 in "2 0.512 0.1792 0.3328 1125000 450000 in ^2 in "2 in ^2 psi psi 0.5 in 4 in. 50.24 inA2 Bt = 0.5ApSQRT(fm) By = 350(fm"Ab) ^1/4 fm = 1500' psi Use Type M Mortar OK h' /r = Use#4 Use (2) #4 56 Ibs Ibs Page 1 7/31/2002 Allowable Stresses Compressive Stress - Walls Fa = 0.25fm[1- (h1140r) ^2] Fa = 316 psi Flexural Compressive Stress Fb = 0.33fm Fb = 495 psi 1 Shear Stress 1 F = 3.0 *SQRT(fm) Fv = 116 psi Flexural Design Wind 25.4 4389 Seismic Loads psf 0.127 Zone Multiplier Design Moments in-lb 4776 in-lb (Includes wall and Roof) Roof Length Roof DL +0.25 *Snow 14 if 23.75', psf d = 4 in (reinforcing in center of wall) b = 12 in (width being analyzed) n = Es /Em = 25.8 fs = 24000 psi k = 1 /(1 +(fs /(nfb))) k = 0.347116 = 1 - k/3 j = 0.884295 Wind fb = [M /(bd ^2)](2 /jk) fb = 149 psi OK Required Reinforcing = 0.05 inA2/ft = 0.14 inA2 @ 32 in. Min Horizontal Reinforcing = 0.1792 inA2 Use #4 @ 32" o.c. Min Vertical Reinforcing = 0.3328 in ^2 Use (2) #4 @ 32" o.c. Seismic fb = [M /(bd ^2)](2 /jk) fb = 162 psi OK 1 Required Reinforcing = 0.06 inA2/ft = 0.15 inA2 @ 32 in. 1 Min Horizontal Reinforcing = 0.1792 inA2 Use #4 @ 32" o.c. Min Vertical Reinforcing = 0.3328 inA2 Use (2) #4 @ 32" o.c. Design Intelligence, LLC • 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 2 7/31/2002 Shear Walls Allowable Fv = 34 psi (UBC 1997 2107.3.8) 389 Shear Load Ibs /ft (From Shear Wall Calculations) Shear Wall Capacity 3264 Ibs /ft OK Bearing Stress Allowable Fbr = 0.26fm Fbr = 390 psi (beam seats) Actual fbr = fbr = 7 psi OK Combined Compressive Stresses fa= 18 psi Design Moment = 4776 in -Ibs fb = 162 psi fa /Fa + fb /Fb = 0.38 OK Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 3 7/31/2002 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 1 Bar Joist Support Type STEEL Fb psi 24000 Fv psi E psi 14400 28 '29000000 Span = ft Tributary Area = 27 ft Loads Point Load = 0 Ibs Snow 35;' psf Uniform Load = 945 Ibs /ft Live Load 0 psf 0 Ibs /ft Dead Load 15 psf 405 Ibs /ft Moment Live Load Moment = 92610 lb-ft = 1111320 lb-in Dead Load Moment = 39690 lb-ft = 476280 lb-in Section Modulus Required = 66.15 in3 Section Width = 6.75< in Section Depth = 24 in Section Modulus Provided = 78.0 in3 OK Moment of Ineritia Provided = 475.0 in4 1 Deflection Live Load = 0.95 in. L/360 0.93 in. NG 1 Dead Load = 0.41 in. Total = 1.36 in. U240 1.4 in. OK Horizontal Shear fv = 175 psi OK FV = 16560 psi Allowable Reaction = 18900 lbs Use W1 2x58 STEEL Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 1 7/31/2002 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 2 Glass Wall Beam Header Type STEEL Fb psi 24000 Fv psi 14400 E psi 29000000 Span = 14 ft Tributary Area = 14 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 490 Ibs /ft Live Load 0 psf 0 Ibs /ft Dead Load 15 psf 210 Ibs /ft Moment Live Load Moment = 12005 lb-ft = 144060 lb-in Dead Load Moment = 5145 lb-ft = 61740 lb-in Section Modulus Required = 8.58 in3 1' Section Width = in Section Depth = 7.08; in Section Modulus Provided = 20.9 in3 OK Moment of Ineritia Provided = 82.8 in4 Deflection Live Load = 0.18 in. L/360 0.47 in. OK Dead Load = 0.08 in. Total = 0.25 in. L/240 0.7 in. OK Horizontal Shear fv = 1038 psi OK FV = 16560 psi Allowable Reaction = 4900 Ibs Use W8X24 STEEL Design Intelligence, LLC 136 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 2 7/31/2002 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 3 Window Wall Header Type STEEL Fb psi 24000 Fv psi 14400 E psi 29000000 Span = 8 ft Tributary Area = 14 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 490 Ibs /ft Live Load 0 15 psf 0 Ibs /ft Dead Load psf 210 Ibs /ft Moment Live Load Moment = 3920 lb-ft = 47040 lb-in Dead Load Moment = 1680 lb-ft = 20160 lb-in Section Modulus Required = 2.80 in3 Section Width = 1' in Section Depth = 2.68 in. Section Modulus Provided = 5.6 in3 OK Moment of Ineritia Provided = 16.4 in4 Deflection Live Load = 0.09 in. L/360 0.27 in. OK Dead Load = 0.04 in. Total = 0.14 in. L/240 0.4 in. OK Horizontal Shear fv = 1567 psi OK FV = 16560 psi Allowable Reaction = 2800 lbs Use W6X9 STEEL Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 3 7/31/2002 Type Fb psi Fv psi E psi LVL 2600 285 1900000 GLB 2400 190 1800000 DF 1300 95 1900000 Beam 4 Window Wall Header Type STEEL Fb psi 24000 Fv psi 14400 10 E psi 29000000 Span = ft Tributary Area = 14 ft Loads Point Load = 0 Ibs Snow 35 psf Uniform Load = 490 Ibs /ft Live Load 0 15 psf 0 Ibs /ft Dead Load psf 210 Ibs /ft Moment Live Load Moment = 6125 lb-ft = 73500 lb-in 1 Dead Load Moment = 2625 lb-ft = 31500 lb-in Section Modulus Required = 4.38 in3 1 Section Width = in Section Depth = 3.55 in Section Modulus Provided = 7.3 in3 OK Moment of Ineritia Provided = 22.1 in4 Deflection I Live Load = 0.17 in. L/360 0.33 in. OK Dead Load = 0.07 in. Total = 0.25 in. L/240 0.5 in. OK Horizontal Shear fv = 1479 psi OK FV = 16560 psi Allowable Reaction = 3500 Ibs Use W6X12 STEEL Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 4 7/31/2002 Design Intelligence, LLC • 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 1 7/31/2002 Spread Footing Design Values 1000 Allowable Soil Bearing Pressure = psf Min Reinforcing Factor = 0:002'' Concrete Strength @ 28 days 2500 60000 psi Steel Reinforcing (fy) = psi Spread Footing - F3 Description Load Load Length Load Width Load B1 18900 B1 18900 B1 18900 Total Load 56700 Calculated Footing Width = 90 in. Use 90 in. Wide X 18 in Deep Footing Calculated Minimum Reinforcing = 3.24 in *in Rebar Size = #5 Area = 0.31 in *in Use 11 #5 Bars Each Way Design Intelligence, LLC • 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 1 7/31/2002 Foundation Design UBC 1997 Allowable Bearing Capacity 1500 psf Max Roof Span = 32 ft Max Floor Span = 0 ft Snow Load 35 psf Wall Height = 12 ft Floor Live Load 40 psf Stem Wall Height = 4 ft Wall Dead Load 85 psf Stem Wall Width = 8 in Roof Dead Load 15 psf Brick Dead Load 0 15 psf Floor Dead Load psf Exterior Bearing Walls Proposed Footing Roof Loads 800 Ibs /ft Width 30 in Floor Loads 0 Ibs /ft Depth 12' in Wall Load 1020 Ibs /ft Stem Wall Load 400 Ibs /ft Footing Load 375 Ibs /ft Total 2595 Ibs /ft Bearing Pressure = 1038 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 #4 0.2 Horizontal 0.002 Reinforcing Bar in *in Footing Continuous Reinforcing Count 4 bars Stem Wall Continuous Reinforcing Count 4 bars Vertical - Reinforcing Spacing 18 in. Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 1 7/31/2002 Foundation Design UBC 1997 Allowable Bearing Capacity 1500 psf Max Roof Span = 0 ft Max Floor Span = 0 ft Snow Load 35, psf Wall Height = 12 ft Floor Live Load 40 psf Stem Wall Height = 4 ft Wall Dead Load 85 psf Stem Wall Width = 8 in. Roof Dead Load 15 psf Brick Dead Load 0 psf Floor Dead Load 15 psf Interior Bearing Walls Proposed Footing Roof Loads 0 Ibs /ft Width 20! in Floor Loads 0 Ibs /ft Depth 10 in Wall Load 1020 Ibs /ft Stem Wall Load 400 lbs/ft Footing Load 208 Ibs /ft Total 1628 Ibs /ft Bearing Pressure = 977 psf OK Reinforcing Requirements Min Reinforcing Factors Footing 0.002 Stem Wall Vertical 0.0012 #4 Horizontal 0.002 Reinforcing Bar 0,2 in *in Footing Continuous Reinforcing Count 2 bars Stem Wall Continuous Reinforcing Count 4 bars Vertical - Reinforcing Spacing 18 in. Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 VALLEY RIVER RETAIL R.E. BECK CONSTRUCTION Page 2 7/31/2002