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HomeMy WebLinkAboutAPPLICATION - 17-00722 - 568 N 2nd E - KFC to Del Taco Conversion.uuve n�,CITY VI T�Y�O7�Ft� _ aac 1�L,1�1J1\G BUILDING ZOZ thr ucdF tRM Amerkai Family Community BUILDING APPLICATION Commercial Remodel Building Safety Department City of Rexburg 35 North lgt East Rexburg, Idaho 83440 For Office Use Permit Number: ��� Application Fee: ❑ $100 1. Property Owner Name: 5414 Zn ror!)era�'Prr� Address: 64 59 2 d C- City: 'fe-o Lq State: rb Zip Code: g; °/ 4 D Phone: 2e$-If0-737,2 Em Il: -� 2. Applicant r / Name: 5,er yq rr* 2± ��2 Yb Y%I IL'A. Role: (Owner, Tenant, Contractor, etc.) (Oh 'r o r f ol- Address: n D &0'< 373 City: (fie yr State: ,Ln Zip Code: 93,24 d Phone: 56- 02 Ema Cowl Contact/Rep. Name: 4 v 3. General Contractor Under Idaho Building Code, a registered contractor must do the workfor a Commercial Building, Name: Sel'PRIV Registration#: RCE -27782 Exp.: APS/1-2 /i.018 Address: P O. 13 ,-Y7 7 0 State: Z QZip Code: 93 HH O Phone: 209- 3SC_-e2- 45� 3 Email. a ivs/t Pe ofserv�ra, For _ Contact/Rep. Name: 74lWo( Z s/S Phone- ,ZPb'-WX- LOEmail: .:r mss/rrucr'e/snrvnrv. rb.., General Contractor Authorized Signature:/- y Date: // I /'L A copy ofyour state registration/license is requir to n ff/e. If this is the first timeyou have done work in the City of Rexburg, please provide a photo copy ofyour license. Ifyou are unsure ifyour license is on file, please check with the Permit Technician by calling (208) 372-2341. 4. Project Description Address: 568 /i/ 2n00R A'W Zb 83 `t°( o �J Description of Work: RPp6oce S�v.�r�S�iaef'�+ P are otr Rgn �o a/ Project Description: • Total cost of project - materials and labor: $ • Check all that apply: ❑ Mechanical: Cost $ ❑ Electrical: Cost $ ❑ Plumbing: Cost $ ❑ Fire Alarm: Cost $ ❑ Fire Sprinkler: Cost $ Note: Any contractors Involved will need to fill out their respective application. • Change of Occupancy? ❑ No ❑ Yes: New occupancy: Building Permitfees for commercial construction are charged based on squarefootage and the City's estimated valuation. The application fee applies toward the fee total For details on how fees are calculated, contact the Building Department There will also be a plan review fee totaling 10% of the building permit fee. APPLICANTS SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of pedury, I hereby certify that 1 have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexhurg shall be truthful and correct. i agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions ofthe 2012 International Code to cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void How started within 180 days. Permit void iffw(oorrk' stops for 180 days. Applicant's Name (print):y'rfWr� 11/ 5S k Signature: Date: Inspections must be called in before 8 AM on the day the inspection is requested. lnspe 'on requests 6red in after B AM will be scheduled for the next business day. Inspection Hotline- (208) 372.2344 www.rexburg.org Permit Technician - (208) 372.2341 Metal Stunk Wall Design KFC Restaurant Fire Repairs 568 N Center St for \I"I:I1 1 .;IIs - M Teton Structural ]En9nneersy PC Michael D. Gregory, ]FE 136 Soo State Shellllev ID 83274-1245 (208) 357-2419 Fax (208) 357-2420 Voice office@tetoneng.com November 14, 2017 Project #217371 NOV I!42011 EXISTING WOOD TRUSSES @ 32" O.C. ELEV. = 109'-6" +/- ATTACH WOOD SHEATHING I (EXISTING) W/ #8 SCREWS @ 6" O.C. AT EDGES,10" O.C. FIELD (BLOCK ALL PANEL EDGES) IT C -CHANNEL TOP CAP 1/— — NEW METAL STUD WALL 6008137-43 STUDS @ 16" O.C. (DBL @ TRUSS - 32" O.C.) (6" x 1 3/8" 18 ga. STUD) C -CHANNEL BOTTOM PLATE I ELEV. = 100'-0" KFC FIRE REPAIR 3/4" = 1'-0" TETON 217371 KFC FIRE DAMAGE RAL ENGINEERS P.C. DATF� 11/14/17 1 BY: KDG I SHEET 1 OF TWO 136 SOUTH STATE STREET PHO SHELLEY. IDAHO 83274 FAX COPYRIGHT @TETON STRUCTURAL ENGINEERS P.C. 2017 GENERAL STRUCTURAL NOTES (DRAWING NOTES) A. CODES AND SPECIFICATIONS 1. International Building Code (IBC) - 2012 Edition 2. ACI 318-11 Building Code Requirements for Reinforced Concrete 3. ASCE 7-10 Min. Design Loads for Buildings and other Structures. B. DESIGN LOADS UNIFORM (PSF) 1. Roof Loads a. Live Load 20 PSF b. Snow Load Design Snow Load 40 PSF 2. Lateral Loads a. Wind Load 115 MPH (3 Sec Gust) Risk Cat= 11; EXP = C Encl. Cat. - Enclosed Building Internal Pressure Coef. +/- 0.55 Components & Cladding - 20.0 PSF C. METAL STUDS, JOIST, AND ACCESSORIES 1. All galvanized studs and joists shall be formed from steel that corresponds to the minimum requirements of the most current edition of the A.I.S.I. standards. 2. All structural members shall be designed in accordance with the American Iron and Steel Institute (AISI) "Specification for the Design of Cold -Formed Steel Structural Members" most current edition. 3. Provide all accessories including, but not limited to, tracks, clips, web stiffeners, anchors, fastening devices, resilient clips, and other accessories required for a complete and proper installation, and as recommended by the manufacturer for the steel members used. 4. Fastening of components shall be with self -drilling screws or welding. Screws or welds shall be of sufficient size to insure the strength of the connection. All welds of galvanized steel shall be touched up with a zinc -rich paint. All welds of carbon sheet steel shall be touched up with paint. Wire tying of components shall not be permitted. 5. All framing components shall be cut squarely for attachment to perpendicular members or as required for an angular fit against abutting member. 6. Studs shall be plumbed, aligned and securely attached to flanges of both upper and lower runners, except that in the case of interior, non -load bearing walls, studs need not be attached to upper or lower runners. 7. Splices in axial load bearing members other then runner track shall not be permitted. 8. Temporary bracing where required, shall be provided until erection is complete. 9. Runners shall be securely anchored to the supporting structure as shown on the drawings. 10. Complete, uniform and level bearing support shall be provided for the bottom runner. 11. Trusses shall be located directly over bearing studs or a load distribution member shall be provided at the top of the bearing wall. GENERAL NOTES 1. Adequate shoring and bracing of all structural members during construction shall be provided. 2. Any proposed field changes shall have prior approval from the Engineer. 3. Contractor shall verify all dimensions in the field. Any variation from the drawings shall be brought to the attention of the Engineer. 4. Details are representations/ depictions only. Follow written callouts. TETON 217371 KFC FIRE DAMAGE STRUCTURAL ENGINEERS P.C. DATE: 11/14/17 1 BY: KDG I SHEET 2 OF TWO 138 SOUTH STATE STREET PHONE(208)357-2420 EMAIL: ofFa@tetoraV.= �� B �TMOF N&MM �E �ES.Pt TRNCOONSF EREPRO EDOR MP1fNCW FORM SHELLEY, IDAHO 83274 FAX (208 7-2419 COPYRIGHT ©TETON STRUCTURAL ENGINEERS P.C. 2017 Z! � TETON STRUCTURAL ENGINEERS A PROFESSIONAL CORPORATION Date QCT 1 L 2017 Project G day? ate' Project #iLML— Title -rn,4 t -_%_S JZjrPA4JL By Ck'd Code 2,14 aL Tam Jurisdiction Sheet of 136 South State Street • Shelley • Idaho • 83274 (208) 357-2420 • www.tetonengineers.com ^ Fax (208) 357-2419