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Home My WebLink AboutCO & DOCS - 02-00033 - Legacy Cove Apartments - Club House Bldg #11Building Permit No. R- o2 -o7 -o5 Building Street Address: 700 South 200 East Building Owner: Triton Investments Contractor: Mark Bergeson Construction, Inc. Description of building or portion of building for which this certificate is issued: Commercial — Club House Building n Occupancy: This Certificate issue() rsuant to the requirements of Section 109 of tbe Uniform Buil()ing Co()c certifies at, at t e time of issuance, this buil()ing or that portion of the builli f ng that was inspecte() on tbe ()ate liste() was f oun() to he in compliance with the requirements of the co ()e for the group an ()ivision of occupancN an() the use for which tbe propose() occupancN was c [assifia Date: August 25, 2003 (9 :4 Ge, 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 Bui1 ' g 0 cial has rere d and approved said future change . C.O. Issued by: State of Idaho Electrical De Merlin Webster CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Full Water Department [. �,-- /'�iC Department P - (208 -356 -4830) ❑ VALUE FEE PAID BUILDING INSPECTOR DEPARTMENT OF BUILDING & ZONING APPLICANT DATE a /' ADDRESS JUL 092002 BUILDING PERMIT APPLICATION REXBURG,ID DATE NO. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER l & let : 73'n rr BUILDER 144 STRUCTURE: R ESIDENCE FOOTINGS te CONCRETE MASONRY O OTHER REMARKS: JOB ADDRESS S 2 L aIr"!' tt tl144 r - „ ARCHITECT ;p, ik, t' l ft ,r O ADDITION O REPAIR 0 M. 0 O GOV'T O RELIGIOUS U FENCE 0 PATIO CI CARPORT Q GARAGE O AWNING N ❑ REMODEL EDUCATIONAL PHONE 9. +' T. 4 ? C/ DESIGNER 0 RENEWAL ❑ FIRE DAMAGE FOUNDATION CONCRETE MASONRY ❑ OTHER BASEMENT p PARTIAL O FULL ANo FLOORS O WOOD CONCRETE al OTHER EXT. WALLS lit U WOOD MASONRY 0 CONCRETE O VENEER p METAL j� STUCCO INT. WALLS II WOOD MASONRY O CONCRETE DRYWALL PLASTER 0 TILE CEILING ❑ WOOD O PLASTER p TILE O ACOUSTIC O OPEN ROOF 0 BUNT UP. COMP. SH. LE O ROLL ROOF. O METAL HEAT IF GAS ON O COAL PLACE O ELECTRIC INSULATED OFIWALLS CEILING 0 FLOORS PERIMETER This permit is issued subject to the regulations contained in the Uniform Building tie and Toning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be comp1ed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants.., i/ r PAID 0,44 knot Date of Application 5-Z2 Z— OWNER T r h n- Name � i1V ✓es Th ,7 f APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Site Address 70 So . act . Mailing Address 4 437(e 5o • 7o0 E G �O City /State /Zip 5 i9'Lj c. { G j }-.r , Uf f ' 1' -1 107 Telephone/Fax/Mobile DW c e, /01 &2.72 _ " 1:31 3/1 --266 -1793 CONTRACTOR Name Mailing Address 2- I AO • ,rl f`i✓ PROJECT INFORMATION Permit No. 1- - 0 7 — () 5 ek. City /State /Zip /. e 1J /5 r oh't (f t .1 Z o Telephone/Fax/Mobile Ce ( - ' f3S 7c7 - of 7qf - ` 5 23T21 •T) - dale y 3.S nr- 2 DEPARTMENT APPROVAL Property Zone: PR Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied Architect/ Engineer Firm til (frr t 5OC - Plan Name Le a c Subdivision Q cr CfYe Circle One Circle One Circle One Basement: None/ Finished / Unfinished Lot Square Footage (0 ACYeS Lot Width Square Feet_g*__ Garage Square Feet "' Number of Stories 7— Height of Building What will structure be used for: Home Home Business Cpartmen Commercial Other Will there be an apartment? If so, how many units Total Estimated Cost 750, Ord .. Are you in a flood plain • Signature of Applicant 71( � � * * * * * * ** of Commercial Educational Govemmen Remodel New House er B +c Addition/Remodel to House New Commercial Commercial Remodel Other: None/ Patio/ Carport/ Awning N/A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code /997 48 C Building Permit Fees /g 3 �/ Zone � Y � _ � . �.' __. �..... r_ '' Plan Check Fees � S 3 Building Type V j Plumbing Permit Fees 336. JUL 0 ` ' 2002 Digging Permit Fees '�' OF REXBURG Water & Sewer Fees Front Footage Fee 1 Q t TOTAL S / j � �j i . i Signature of Inspector GZ-2' Issued by t' 4 Rough Plumbing Septic Tank Fixtures Water Piping Complete Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin A Other Toilet . Slop Sinks Kitcherr, Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. 2. Clothes Washer i Li OWNER Iii 4 Address o0 Tel. Lotbk4 /1 Blk. Add. Name PLUMBER Name - 4-- Addressirc 7q z 14 : '-Tel. ."/ - NATURE OF INSTALLATION Use DESCRIPTION OF WORK CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT k S t FEES Plumbing Permit ti Sewer Inspection Inspection of Pipe Inspection of Fixtures $ /0 k tel*. Ow; TOTAL $ Received: Date Rough Plumbing Sewer Other Finish Plumbing INSPECTOR'S RECORD A --- 1 JUL 0 9 2002 7171, OF REXBURG s INSP. NAME Excavation & 7 =- thwork: Concrete: C r7 -% Masonry: nI f fn j4/1SCA / Roofing: f2 1 11 ) 7-'1/vSPv /Z'v J Insulation: Y Q -S v/41%dsi . Drywall: Painting: - IWpS K,474-6pt) yi 7 1 Floor Coverings: P lumb ing : Heating; Electrical: Roof Trusses: V nv(.w tie Floor / Ceiling Joists: Cabinets: SidinQ1. xter?.o: Tr±z G oa SUBCONTRACTOR LT ST aerS SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Desnrn intelligence, LLC Siructurel Engineering 3683 WHwy 33 Rexburg, lithe $341n Date: September 13, 2002 To: Val Christensen Building Inspector City of Rexburg Subject: Legacy Cove Apartments — Shear Wall Anchor Bolts Dear Mr. Christensen, The drawings call for 5 /8" anchors bolts spaced at 24" o.c. in the shear walls. These anchors were not installed. By this letter the contractor is instructed to install 5/8" Hilti HVA anchors at 24" o.c.. The HVA anchors shall be installed as specified by the manufacturer and have an embedment of at least 5" into the concrete. Please call me if you have any questions. Respectfully, Scott A Spaulding, P.E Design Intelligence, LL Call: (208) 359 -1461 FAX: (208) 3.59 -0740 JUL -15 -2002 MON 11:21 AM MoNEIL ENGINEERING July 15, 2002 Mr. Brent Hilton Hilton and Associates 6895 S. 900 East Midvale, UT 8404 Fax: (801) 568 -9764 RE: Legacy Cove Apartments, Rexburg, ID (MES Project No. 220053.1) Revisions to Plan Dear Mr. Hilton: At the request of the builder, we are writing to pr the fo lowing odifications to s the structural requirements on the above- referenced project. We have e • The exterior footings (F1) do not need cross -wise reinforcemaentn in int addition d to th e horizontal bends on the footing dowels. The interior footings (F2) schedule info reinforcing at all. In other words, omit the with foundation dowels at e o c ) omit the for footing F1 (exterior gearing walls reinforcing entirely for footing F2 (interior bearing wall footings placed monolithically with the floor slab). We appreciate the opportunity to address this issue rus at this meets n th your needs. o for Please contact this office with any further questions or y� Reviewed ' •` 11) OVA Si l Y y' i l= j FAX NO, 8012558071 1VIcNEIL ENGINEERING STRUCTURAL, L.C. 6895 SOUTH 900 EAST MIDVALE, UTAH 84047 (801) 255 -7700 s taff Engi =er cc: Val Christen = y of Rexburg, 208 -359 -3022 Mark Berg - • , 435 -258 -0711 Mark Ber en, 208- 356 -36 Scott F. MCNeiP.E. Project Er1 ! -- ,•: J � h" Ic 4 P. 01/01 4/24/2002 Brent Hilton Hilton Architects 6895 South 900 East Salt Lake City, UT 84047 ay lextury 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 Dear Brent, I have reviewed the plans for Legacy Cove and have identified the following discrepancies or questions: 1. Please provide storm water calculations and detention facility details 2. Catch basins for storm water are spaced so that the far edges of the parking lot are almost 1000' away. Additional catch basins should be provided that are piped to main basins. 3. Identify Right -Of -Way on site plan. Has a development agreement with the City of Rexburg been completed? 4. Identify utility easements on site plan. 5. Compact parking spaces are to be signed. Please identify signage on plans. 6. Please provide literature on stucco for 1 -hr rating. 7. Exterior guardrails are identified as 36 ", please change to 42" as per 1997 Uniform Building Code (UBC) Section 509.2. 8. The shear wall schedule on page A04 identifies construction requirements. Are all of the walls highlighted on the framing details shear walls? 9. The shear wall schedule identifies MST 60 straps, what is there spacing? 10. Provide details showing requirements of the second paragraph of shear wall notes from page A04. 11. Where shear walls are sheethed with long side of structural panels in the horizontal direction (as per shear wall notes on page A04) is blocking required at the joints that will be created? 12. On page A04, -a footing schedule is provided, and then all footings are identified as one size. Please identify which is valid. If the schedule is to be used, please identify which footings are which. 13. If footings are place directly on bedrock but are located above the frost line, the rock surface must be cleaned of any soil or loose surface. Please identify this on the plans if this construction method is to be used. 14. Please provide truss details as soon as you can. 15. Provide details of transition from parking lot to sidewalk at the handicap spaces. 16. The upper level managers apartment is not accessible. Sincerely, d ", C.C. 17. The large room in the Community Center building requires 2 exits. One exit must be directly to the outside or to a properly constructed corridor. The exits should be '/2 the diagonal distance of the area served from each other. 18. Please identify what will be stored in the equipment room of the Community Center building. 19. Identify shear walls for the Community Center building. 20. What is above the exercise room in the Community Center building 21. What is the purpose of the shaft that has been created between floors in the managers unit and the area below? 22. Provide copies of the plan to the State of Idaho Electrical Division for review. 23. I have attached a copy of the Fire Department review top the back of this document. Please provide me with 2 new stamped copies of the corrected plans. If you have any questions, please give me a call at 359 -3020 ext. 324. Val Christensen Building Official 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: 3 -01 -02 Plan Review Review Date: 4 -15 -02 Building Name: LEGACY COVE STUDENT HOUSING Building Address: SEVENTH SOUTH AND SECOND EAST Stories: 2.5 Type of Construction: V - ONE HOUR Occupancy Classification: R1 Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 23,160 SQUARE FEET /BUILDING 1).Required Fire Flow (Appendix III - A): 1,500 GPM /TWO HOURS Comments: FIRE FLOW REQUIREMENTS BASED ON BUILDINGS BEING FULLY SPRINRLERED. CLUBHOUSE FIRE FLOW IS 1500 GPM /TWO SOURS. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: B - 56 Fire Hydrant Flows: UNKNOWN Other Approved Water Source: NONE Water Supply Acceptable: YES Fire Hydrant Location Acceptable: YES Water Supply Comments: PLANS SUBMITTED SHOW A HYDRANT ON NORTH SIDE OF WENS HOUSING ADJACENT TO WOMEN'S HOUSING. THIS HYDRANT COULD BE ELIMINATED IF EXISTING HYDRANT ON ASPEN VILLAGE PROPERTY IS UTILIZED. ALL HYDRANTS WITHIN 500 FEET. 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: YES Length: YES Surface: YES Turning Radius: YES Grade: YES Clearance: YES Turn Arounds: YES Complete Road Acceptable: YES 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 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: MINIMUM OF 2A1OBC EXTINGUISHER REQUIRED IN EACH UNIT IN ADDITION TO COMMON AREAS, LAUNDRIES, COMPUTER ROOMS, ETC. 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: TO BE INSTALLED Type Of System Being Installed: 13R Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: TO BE INSTALLED Comments: 8).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: YES Type Of System Being Provided: Manual: Automatic: Both: YES Components Of System Shown: Smoke Detectors: YES Heat Detectors: Manual Pull Station: YES Sounding Devices: YES Visual Devices: YES Door Holders: NO Duct Detectors: NO Fire Alarm System Acceptable: NO DRAWINGS PROVIDED FOR ALARM SYSTEM. HANDICAPPED UNITS (TYPE "A ") UNITS MUST BE EQUIPPED WITH HORN /STROBES. PLANS ARE VAGUE IN REGARD TO PULL STATIONS, MANUAL PULL STATIONS TO BE PROVIDED AT EVERY EXIT FROM EVERY LEVEL. HEAT AND SMOKE DETECTORS TO BE PROVIDED IN COMMON AREAS. SYSTEM TO BE SUPERVISED. NEW PLANS NEED TO INCLUDE THE FOLLOWING ITEMS: LOCATIONS OF ALARM - INITIATING AND NOTIFICATION APPLIANCES, ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT, ANNUNCIATION, POWER CONNECTION, BATTERY CALCULATIONS, CONDUCTOR TYPE AND SIZES, VOLTAGE DROP CALCULATIONS, MANUFACTURERS MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS, ETC. PLEASE SUBMIT PLANS. 10).Other Corrections That Are Required By Special Occupancy Or Conditions /Comments: Plans As Submitted Are Acceptable: YES Plans Checked By: CHRIS HUSKINSON Date: 4 -15 - 02 Please furnish comments back to the plan reviewer in the following manner: Written Comments: YES New Plans: YES 606 FR , 2. C McNOL ENGINEERING STRUCTURAL. L C McNEIL CONSULT/244G ENGINEERING, L C McNEIL ENGINEERING STR1 , '7URAL, L C • 1 so. WOOER NEW SSW r SSW 0 20 40 60 80 LEGEND PROPERTY LIRE WOUNEW LW —11— (1213 615(0 — P POWP TELEFWJW LW • 60J06 LINE — NW ROM LPIE SLIER UNE WW SNOWY SOPER UME — STERSI OFPw LIRE POP 5101111 OFew L444 — 0— LP( RRIER wit • rift !WNW 1"PP PURER PME ▪ GER 0 56060 (06* *wax O sEw.• ~OLE o TELIFIRNE *40( NORTH . < ] 0 SCALE: I = 40 120 McNEIL ENGINEERING & LAND SURVEYING, L C McNEIL ENGINEERING STRUCTURAL, L C McNEIL CONSULTING ENGINEERING, 1 C. McNEIL ENGINEERING STRUCTURAL 1 C • 5(C124261 60*6*02 • /MO imam (M] WOW NM ASPHALT k ROM WS( ROI MICRO( - WWI LWOW MOO COMA EV{ FUSil OWE /4 Wawa OFECION s6 0260 *401 590.1 wookr SEIER ORE PROW LEGAL DESCRIPTION 60(6*404416100 044654060 161551 1151 PtOW 11( SEMI tut I6650 160 0444 Tal 1/01 ft SELMAN COPPER CR SEC11311 21. renew 6 IOW awl 11 E 8W 140E WOW, OWN OW& WOW 1•0 WNW NOW NAV e54116 r ••• 6051. MICE IOW 4*51 %OCR OCT. IOW 4016 temItr EAST PAW REL. ROW SOW 12015601 COI 92760 6EL1 PFE 4016 OW-W-ou LW CR TR Salt ma KOK SW ORM 16344-16-6* 064416 7. KWH PRO RE 6153 4044-01-401 LW CP PR L61 111 FOFLO■K TRW (3) 55(405 SOP 11/44WIESF Mr) WI 10 A MO Or caw ow A wow or 2090 REY PO 000 EMIL ROW 4515 WO Mt NW 10 WO KONG vie as* 6112 MEI %FOAL WOW ROI 16 9219645.6401(0 4 01115•1" 6020 2176$ TES 10 ME PC•• 8EGNIOL PARIONG 04E6*1 PARK 66050115 RwriPPE• SOLLS 14 WELS SOMME CCOTAGES %OWL 606* ROW 441.302 pk• 091111/00E 16*760 t F452) 13.612 WC WO WCSCAPC ilemo LIM STAMP SEAL 94052 SITE PLAN C-1 'T 1