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Home My WebLink AboutAPPLICATION & DOCS - 03-00018 - Moody Canyon Farms - Airplane HangarBUIL REXBURG, ID DATE f` 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: 0 RESIDENCE FOOTINGS (3. CONCRETE O MASONRY 0 OTHER FEE PAID BUILDING INSPECTOR PERMIT APPLICA f Lf(:` ') a NEW U COMM. JOB ADDRESS ARCHITECT O REMODEL 0 ADDITION 0 EDUCATIONAL 0 GOVT O RELIGIOUS PHONE DESIGNER /Y 0 RENEWAL 0 FIRE DAMAGE 0 FENCE O PATIO O CARPORT 0 GARAGE O AWNING INSULATED 0 REPAIR FOUNDATION O 0 MASONRY 0 OTHER BASEMENT O PARTIAL 0 FULL LINO FLOORS O WOOD O CONCRETE O OTHER EXT. WALLS 0 WOOD. ❑ MASONRY . 0 CONCRETE 0 VENEER I METAL 0 STUCCO INT. WALLS ROOF HEAT CEILING 1 0 WOOD O WOOD O BUILT UP. 0 GAS ®.WALLS 0 MASONRY 0 DRYWALL 0 WOOD SH. 0 OIL Cl CEILING 0 CONCRETE 0 PLASTER 0 COMP. SH. 0 COAL 0 FLOORS 0 DRYWALL 0 TILE 0 TILE 0 FIREPLACE 0 PERIMETER 0 PLASTER 0 ACOUSTIC 0 <R PROOF. O ELECTRIC O TILE O OPEN 1 This permit is issued subject to the regulations contained in theeIJniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. REMARKS: Date of Application OWNER Name // a. .. ._ 4 Site Address Mailing Address Lot Square Footage Square Feet 9.-/O -d3 Mffl Mailing Address City /State /Zip i - , t,1 r - " b S 3'1 4' Telephone/Fax/Mobile ..Y/ 3 yp 05 CONTRACTOR ! �p Name -6 7" e. / [/ / 5 ?,� l . O -? S 1 1 City /State /Zip Telephone/Fax/Mobile 7 — // 95 PROJECT INFORMATION Property Zone: Is existing use compatible with zoning, (screening ( g Parking, etc) When was this building last occupied Architect/ Engineer Firm Plan Name Subdivision Lot Block Circle One Residential Commercial Educational Government Remodel Other Circle One New house Additon/Remodei to House New Commercial Commercial Remodel Circle One Other: None/ Patio/ Carport/ Awning N/A Basement: None Finished / Unfinished Lot Width Garage Square Feet Number of Stories Height of Building What will structure be used " H . Will there be an apartment? i If s4, + oR many units Total Estimated Cost .21313 Signature of Applicant * * * * * * * * * * * * * * * * * * ** Code Zone Building Type Signature of Tnspector Issued by CrJYN N'1. * * * * ** * APPLICATION FOR BUILDING PERMIT R CITY OF REXBURG, IDAHO Home Business CITY OF REXBURG MAY 7 2003 PAID CASH $ CHECK$ 3 DEPARTMENT APPROVAL Apartment Permit No. Are you in a flood plain NO Front Footage Fee TOTAL $ e,r S fr *. (� -03 -os —oar Commercial Other 11 a 11,./ 11,./ h T ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Building Permit Fees 4/13.2S- Plan Check Fees /1/ Plumbing Permit Fees Digging Permit Fees Water & Sewer Fees /22 Excavation & Earthwork: Concrete: Masonry: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating: Electrical: Roof Trusses: Floor / Ceiling Joists: Cabinets: Siding /Exterior Trim: Other: SUBCONTRACTOR LIST LA.-) Lrnd ,AA SPECIAL CONSTRUCTION (Manufacturer or Supplier) Dated: April 30, 2003 Approved: 30 April 2003 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: Steel Vision Construction Rexburg/Madison Air Port 463 Yeager Street Rexburg, Idaho 83440 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. M e Bressler (Project Manager) FOUNDATION DESIGN FOR MOODY CANYON FARMS BUILDING REXBURG, IDAHO For SteelVision Construction NOTES: 1. Foundation configuration provided by Mike Bressler of SteelVision Construction. 2. Foundation loads from Behlen Drawings, Sheet 2, Job No. M2795, dated 4/01/03. 3. Exact anchor bolt locations shall be as shown on Behlen Drawings. 4. Concrete 28 day strength shall be 2500 psi minimum. Slump shall be 3-4.5 in. Reinforcement bars shall be ASTM A615 with F = 40,000 psi. 5. Concrete construction per ACI -318. 6. Allowable soil bearing pressure = 3000 psf 7. Rectangular piers shown on drawings may be replaced with circular piers formed by sonotubes if the reinforcement is the same, the concrete area is equal to that of the rectangular pier, and there is sufficient cover for the reinforcement as required by ACI -318. INDEX Detail Page Column Foundation for Rigid Frame at Frameline 1 2 Column Foundation for Framelines 2 & 3 4 Corner Column Foundation for Frameline 4 5 Interior Column Foundation for Frameline 4 6 3 GRADE 4 #5 VERTICAL BARS. EXTEND INT❑ F❑❑TING AS SHOWN 24' WIDE ENDWALL FOOTING PLAN VIEW 1-12' 3' 2' SECTI ❑N 18' WIDE SIDEWALL FOOTING #5 HAIRPIN BARS EXTEND MIN, OF 4' INT❑ SLAB SIDEWALL FOUR 3/4' DIA, X 18' ANCHOR BOLTS, 4 #3 TIES, PLACED AS SHOWN #5 HAIRPIN INT❑ SLAB 19' 12' 1 MOODY CANYON FARMS BUILDING COLUMN F❑UNDATI ❑N FOR RIGID FRAME AT FRAMELINE 1 4/8/03 -5' SLAB 3 #5 BARS EACH WAY SPACED AS SHOWN ' - 4' 8' 1 -�/ I I • 0 ; 3' 2' 3 GRADE 4 #5 VERTICAL BARS. EXTEND INT❑ F❑❑TING AS SHOWN 24' WIDE ENDWALL FOOTING PLAN VIEW 1-12' 3' 2' SECTI ❑N 18' WIDE SIDEWALL FOOTING #5 HAIRPIN BARS EXTEND MIN, OF 4' INT❑ SLAB SIDEWALL FOUR 3/4' DIA, X 18' ANCHOR BOLTS, 4 #3 TIES, PLACED AS SHOWN #5 HAIRPIN INT❑ SLAB 19' 12' 1 MOODY CANYON FARMS BUILDING COLUMN F❑UNDATI ❑N FOR RIGID FRAME AT FRAMELINE 1 4/8/03 -5' SLAB 3 #5 BARS EACH WAY SPACED AS SHOWN 4' -0 SQ, 12' GRADE 4 #6 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN i 7 0 I r PLAN VIEW 4' 0' SO, SECTION 4/8/03 SIDEWALL 18' WIDE SIDEWALL F❑❑TING FOUR 3/4' DIA, X 18' ANCHOR BOLTS, 4 #3 TIES, PLACED AS SHOWN 3' CL- MOODY CANYON FARMS BUILDING COLUMN F❑UNDATI ❑N FOR FRAMELINES 2 & 3 5 #5 BARS EACH WAY SPACED AS SHOWN i 12� EAM 2 C❑NTINU ❑US #6 BARS FROM SIDE TO SIDE AROUND ANCHOR BOLTS �� 5' SLAB / -6' X -BEAM 12' 15' GRADE 3' -0' 10' a D D PLAN VIEW —12' —.— ~ L-1 -1/2' TYP, 2' 0' SECTI ❑N 1 I ENDWALL CENTER IN WALL SIDEWALL 3/4 DIA. ANCHOR BOLTS 18' IN LENGTH 5' 5' #4 VERT. BARS 16' O.C. 4 #4 H❑RIZ. BARS CONTINUOUS IN WALL 2 #4 VERT. BARS IN CORNERS OF ENLARGED WALL -\ 3 #4 L❑NGINTUDINAL BARS IN WALL FOOTING #4 @ 18' ❑.C. TRANSVERSE MOODY CANYON FARMS BUILDING CORNER COLUMN F❑UNDATI ❑N FOR FRAMELINE 4 4/8/03 3' -0' 10' -12' c_ y 2' 0' SECTI ❑N 8' PLAN VIEW CENTER IN WALL #4 HAIRPIN BAR. EXTEND 3' INTO SLAB. 3/4' DIA. X 18' ANCHOR B ❑L TS #3 TIES AT 10' O,C. #4 HAIRPIN INTO SLAB ENDWALL REINFORCEMENT 4 #4 VERT. BARS IN CORNERS OF ENLARGED WALL 3 #4 LONGITUDINAL BARS IN WALL FOOTING #4 2 18' O,C. TRANSVERSE MOODY CANYON FARMS BUILDING INTERIOR COLUMN F❑UNDATI ❑N FOR FRAMELINE 4 4/8/03