Loading...
HomeMy WebLinkAboutAPPLICATION - 97-00035 - El-Gene TV & Appliance - AdditionAPPLICATION FOR BUILDING PERMIT Date of Application OWNER Name 1 ri tj�+, Site Address Mailin�(sc'rv,Address �� C ity/S tate/Z ip b �, nnit 1 0. CONTRACTOR Name PC, I rn{Y Street Address Mailing; Address (.5clm-c- loty/tate i , Telephone Telephone Architect or Engineer Firmi4ck. Ida-Lic. No. 9. -(X6, L4 Y-�J- 4 371�) y2e-1 q L-) Mobile Phone 9 cio -- OfECT WFOR.-MATION Lecra! Description (attach copy if necessary Lot Na. Block Pian Name Subdivision Resident Comm-. ducational Gov't Religious Street Address 31 Fence Patio Carport Garage Awning .._ Description Structure, Add., tNewl'Remode UAdditianlRepa�-lRene w ai Sign 1� � Sign s1ze Kind Total Floor Area No. of Stories Height of BuiIdina �,� �C-;7 1i -C... Sq. Feet Unfmished Basement r� Finished Basement NI)411 .-.`..�� What will structure be used for �includincr name of Bus' nessif applicable � � r(�c h-� {`t� +�;� If use is mu�ti��� family tapamnents) hvw many units J� Total EstLmared Cost ��!�� �-- � you in a flood plain?PermftNo., Signatwe Of Applicant '� f �T!ifiJF�"Fil4i mmp-i —E!i iAFM !iii ii�'��lEi•��nY#ii.�����-��:a UBC use Classification Buildm-cr Permit Fees Tax Code ZoneP111mincy Per -mit Fees i Building Type Diga Signature of Buildo Inspector Issued Water & Sewer Fees VJA 1 ��_... EX Arm +a, J w 0 U 7 I 4c m cy )> 0. m Z IC 0 m 0 0 L) 0 Ch 0 > q m C R 3 M m n c m 0 m zMEW m m cy )> 0. m Z IC 0 m 0 0 L) 0 0 > m R 3 M m 41P m M CO 0 9 m I AV SUBCONTRACTOR LIST Excavation & Earthwork: le�c�� c� Can rete; Masonry loafing : �-� �� Insulation!, S-�i� Drywall: Painting. Floor Coverings ,rA-1 Plumbing: A) A 1p flea -Ling . Electrical 69 vn 61 n T Y"t eL ;- 11 SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Roof Trusses,, �1,�- Floor Ceiling Cabinets ; {��' - Sid ing/Exterior - Other a 0 f1)/,A-- Joists 0* Tri"_m M U in IPM CV LU CL V) v �.: •+a - a r .■•.a .... r .—*n-* P_ e_r P==•r.� -,I.-rr.-�.�' y.� ,. CITY OF REXBURG Building Inspection Sequence INSPECTIONS Types of Inspections For -site construction, from time to tjm the building official, upon notification from the permit holder or his agent, shall make or cause to be made any necessary -inspections either approve that portion of the construction as completed or shall notify the permit holder or his agent wherein the same failsto comply with this code. 1 a Lot corners staked, staking in in place for building, prior to excavation. 2. Footin Commonlymade after poles or piers are set or trencheB r basement areas are excavated •. Forms and horizontal reinforcing in place, vertical reinforcing cut and on job site or tied place. 3. F d t" I .L o The foundation inspect ion shall include excavations f thickened slabs intended for the support of bearing walls, partitions, r r l supports, or equipmentand special requirements for wood foundations. l l forms and reinforcing steel, etc., shall be a -n place.. Trus . Is io . .designs and installation information must be submitted d the City before delivery of trusses, Inspection of trusses to see they meet shop drawing requirements and that they are installed and braced adequatelyS . Plumbing, Mechanical and Electrical,o Rough inspection: Commonly made prior to covering r concealment, before fixtures are set, and prior to -iinspection. 6,. Frame and Masonry In s2ect ion : Commonly made after the roof, masonry,, all framing, firest-oppingr draftstopplLng and bracing are in place and after the plumbing, mechanical and electrical rough inspectionB are approved, Lath and/or Wallboard Ins ion * Commonly made after all lathing and/or wallboard interior is in place, but before any plaster is applied, or before wallboard Joints and fasteners are taped and finished. Final Plumbing and Heating Inspection., All systems in place, fixtures s t, ready for occupancyd . Final Electrical: Fixtures and wall covers in place. Directory completed in panel box v 10. Final Inspection: Commonly made after the .. i building completed and ready for occupancy. 11 . occuj2ancy Permit: Issued when, on final inspection, building i readyo occupy. .12. Other Inspections: In addition to the called inspections above the building department may make or require any other inspections to ascertain compliance with this code and other laws enforced by the building department, The permit ]obsite in official. to the permit 'x INSPECTION CARD holder or his agent shall post the an accessibleand conspicuous place make the re quired entries. The r holder until the ii inspection inepectivn record on the to allow the buildzng cord shall be maintained by as been made and approved. * I have read the above and will comply in my requests for inspections by giving 24 HOUR NOTICE prior for inspection to be made. Electrical: 359-3025 (8:00-9:00 Building & Plumbing: 359-3026 vim��,�- County Plumbing; 656-72I0 /% t�► Price &Betty Davenport Property ElGene TV&Appliance 31 West Main Street Rexburg, Idaho 4 air New Building r qo 121X f 1 6f) at 38.45' Main Building Alley 491 313,5' 19.5' SUP- Z - S-07 9/2/97 5203 South i ]th East Idaho Falls, Idaho 83,404 Tel &'!. fax 208-5228223 I:1N4 John Paige Palmer Bu'jding Company 17 West 15Q0 NQith Rexburg, TD 83440 f x 3567356 RE: SNOW LOAD ON TBE ]ELGEN-6 BUILDING SIDEWALKS Dear Mr. Paige: This letter's writ��n ttr address t�� iss�.te of all of the roof snow ��ad, whick� � take L. .35 lbs. per square foot, potentially sUding off the roofinto the 2-1!Z foot space ofvur huilditi,g and the ncighbors 6t�ildit�g. Z'heo�'eziC�iIy, if all 35 lbs. of s�flw was on topand 1 -(alb slid �ff al OnCe, it would stack up some 1225 lbs. per runrdng foot of building against the building wa11, In that the building is 15 feet high and the area contriboing to it is 16 feet, intuitively thin the show load should be I GI1Sihs of 35 or 37.33 lbs./ft. against the, side of the building. However, "if the snow is Partlatty melEed you could experience Eiquo hydraulic Forces. Therefore,, I recommend the fottowing. Size the girt spacing for the metal skin at 37.33 lbs. per square foot side load on the building. Then, whatever girt spacing that yields, which I believe wi11 be on the level of four feet., for the bottom }din, c:trt that in half In other words, the first girt would be two feet Off'the foundation, the sec,tmd girt would be four fcet, the third dirt world be sight feet, and so on, Very truly yours, le Ted S. Sorenson, P.E. Cons4iting Engineer j- pagl� r