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INSPECTION TICKETS - 04-00313 - World Gym - Site Plan
Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Recd By Date lz-1 1`i Req. By Merin Phone No. _310-1+'Y+ Projcc(_ W�ro 6�jM Permit No. 04-6031 1 Address --T� W . }M Inspection Type '[Z>�a 1 I)IWGi. Day /Time Req. \ 2I ly (2- 2 CC) Inspector's Report s®� P]M ,a Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y [IN ❑ N/A INSPECTOR'S ACTION ❑ Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. Fire Inspection Request: Rec'd By Dat leglIfila Req. By Ph ne No. 3 i 3 — -7 S Projccl Permit No. v_ Address Inspection Type /Z 2- Day /Time Req. i Inspector's Report ❑ Res. Lr Comm. 2l� os. kw INSPECTED IIT MS CONFORM TO APPROVED DWGS //[]Y F1N FJ NIA INSPECTOR'S ACTION INSPECTION TICKET Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fre Inspection Request: Rec'd By Dale Req. By Phone No. Project Permit No. bpi — 00 31 I Address Inspection Type t %. Day /Time Req. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y n N nN/A INSPECTION TICKET ❑ Bldg. 0 Plumb. ❑ Elect. ❑ Mech. ❑ Fa Inspection Request: Rec'd By —'i Date Req. By Phone No. ?2 U Projecl_tk)0-1� 4f—� Permit No. G �z — j Address Inspection Type Day /Time Req. Inspeclor's Report ❑ Res. Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS n Y -nm n MIA aA.va ai�aavl� aalillL`1 Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By C9Date/2-2--O ci Req. By / Phone No Project LJD/2L 6 tCi �f, Permit No. Address % 1A--1 Inspection Type klatltt it -9 6 Day Mine Req. /2 2 /:W Inspector's Report ❑ Res. a Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS Fly ❑N ❑ N/A IACIl/T/nn •�m��i .va �. V1\ AAvKl A ,_ Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By Date //-/5-OL/ Req. By Phone No. n D— I-) Y7 Project Permit No. 04-003k% Address Inspection Type Day /Time Req. 11 — l S i7/Vj Inspector's Report ❑ Res. 4 Comm. INSPECTED ITEMS CONFORM TO APPROVED DWOS ❑Y ❑ N U N/A ai.va alvaavi• AA�A1L' 1 ❑ Bldg. T Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Recd By --IZ4- Date 443 O Req. By// Phone Ni Projccl.epd&-(O (S 6%,,n Permit No. a O03// Address 73a It/ Inspection Type Day /Time Req. %�3�1/ /U= 30 "1. wl, Inspecloi's Report ❑ Res. /❑''Comm. INSPECTED IT CONFORM TO APPROVED DWGS []Y []N ❑N/A a. .va uvaav�� iaVa11/1 Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By QA6 Date CAq��� Req. By Phone No. S ;� Project Permit No.N_� "7412/Address O 3 /( Inspection Type Day /Time Req. Inspector's Report ❑ Res. d Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y EI N ❑ NIA ❑ Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Ree'd By a Date ? D Req. By ?0.Sn V\j Phone No. ,73gO -- . Project IAJU l n 2y M Permit No. 0�— 00:5// Address Inspection Type 1—,6L,, M (-L-�7 6 n Day /Time Req. Inspector's Report ❑ Res. Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y [IN D N/A IAIQDrr` nD'Q ArTlnk? 1111arz1.1 IUM 111 KE I Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Recd By Date Lz ''a Req. By Phone No. Project_P���� Permit No. Address oaf -Oo3 tI Inspection Type�O uNDDrt�o ti Day /Time Req. Inspector's Report ❑ Res. A Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS DY ❑ N ❑ N/A 11143rr l.1 ivlr 111.111:1 51 Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By QL Date 8,30-4 Req. By Phone No. Project Permit No. Address Inspection Type Afop Aj AMao 1 Day /Time Req. 9-31—q Inspector's Report ❑ Res. ❑ Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS QY ❑ N 0 N/A 04OWI 1 0 Commercial Plumuu �a-o.�•�- $ 3,050. 0 $0.00 $ 1,620.00 04 00311 04 00311 Water Meter &Parts FeeN'atef 34.346.30 35 347.30 $ 1, 620.00 $1,233.00 $0.00 $ 1,233.00 $0.00 0400311 Hookup Hookup Feel Sewer p7-355.00 $535.95 $535.95 _ 04 00311 police lmp act Fee 20.355.00 Total: $16,528.17 0400311 Fire Impact ---- 04 00311 -- ntHistory - - — — — Previous Payme - Permit# pmount Papa --_--- ---- -------------- Fee Description Receipt # — — Receipt Date ------ — -- yment ,� \ _-- -- — ---- Check p pmount W payment I� Number ---- — __� $16,528.17 Method _ 10450 -- --- $16,528.17 CHECK Total I r PAID SEP 10 2004 CITY OF Project Description World Gym Fee Information Project Valuation Plan Check Fee Building Permit Fee Fire Impact Hookup Fee/Sewer Hookup Fee/Water Police Impact Fee Water Meter & Parts Plumbing Fixtures Commercial Commercial Plumbing Permit Fee Total Fees Paid 648.48 6,484.75 535.95 1,620.00 3,050.00 1,233.00 377.00 322.00 30.00 $14,301.18 Project Details Public Buildings - Type V - 1 Hour 15,000 SQFT Project Description World Gym Nantes Associated with this Project Type Name Contact Applicant Jenks Properties Lc Etal Owner Jenks Properties Lc Etal Contractor Steele Vision Construction Fixtures - C -Sprinkler 16- R -Tub and/or Shower Unit 1 - R -Water Heater - R -Dish Washer 9- R -Water Closet and/or Urinal - R -Hot Tub / Spa a aw�tt 1�vv It lV1W11 Phone # License # 208-745-1105 9999 Exp Date 12/31/2004 1 - R -Sprinkler 7 - R -Sink (Lavatory, Kitchen, Mop or Bar Sink) 4 - R -Floor Drain 1 - R -Clothes Washing Machine - R -Garbage Disposal Separated Mixed Occupancy as per Table 302.3.2 #/A- Identify on plans Fire Barrier Walls and/or Horizontal Assemblies including the rating ? {t�>"." ;' ;' -,14, 4. If Assembly Occupancy xists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 5. Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405. Motor Vehicle Occupancies, see Section 406. I-2 Occupancies see Section 407. I-3 Occupancies see Section 408. Motion Picture Projection Rooms see Section 409. Stages and Platforms see section 410. Special Amusement Buildings see Section 411. Aircraft Related Occupancies see Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H - Occupancies see Section 415. Application of Flanimablh Finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418.' HEIGHT AND AREA 1. Area, First Floor 1,6 w O J , Second Floor it �- iF Z , Third Floor 2. Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes_ No:)( - 3. Height meets requirements as per Table 503. Yes_ No _ 4. Buildings on same Lot? Yes No_ If no then skip #5 below. jV d /V6- 6. j 5. Regulated as Separate CS or Regulated as one Building as per Section 503.1.3 (.2 6. Height modified as pei Section 504. Yes NoZC If yes , sprinklers are required. 7. Area modified as per Section 506. Yes No If yes use the area provided below to V106 calculate increase. ,��ry � t,J2�� - 5 - O.z.� l a /O Cl 0 7 AS = A, L o � % �pO TL:;5-00 >'�-6-2 l o o 8. Check that Parapets are not required as per Section 704.11 X 9. Are Firewalls used or required? Yes NoIf no, skip #10 below. 10. Check Firewalls for Structural Stability Fre If Rating as per Table 705.4 Made of Noncombustible Materials(exce t Type V) Horizontal Continuity Vertical Continuity Connection to Exterior Walls as per Section 705.5.1 Extend to Horizontal Projecting Elements as per Section 705.5.2 Openings (no windows) as per Section 705.8 Check that Penetrations meet requirements of Section 712 Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes_z*�W7 If no skip #12 below. tAa1+2:2 Check!Fire Barriers for structural stability as per Section 706.4. Openings limited to 25% /Y r of wall. I Maximum opening size of 120 sq. ft. (unless sprinklered) Check that Penetrations meet the requirements of Section 712. Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. 13. Are Shaft Enclosures used or required? Yes_ No X If no then skip #14 below. 14. Shaft Enclo696(s4get the requirements of Section 707._ 15. Are Fire Partitions used or required? Yes No_,�_ If no then skip #16 below. 16. Check Fire Partitions for Structural Stability and Continuity as per Section 708.4. Dwelling N I � units that are sprinklered are allowed '/z hr. separations versus 1 hr. Check that Penetrations meet the requirements of Section 712. Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1.- 18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712. 19. Fire Resistive Joint Systems meet the requirements of Section 713. 20. Doors and Shutters in Fire Resi ive Assemblies meet the requirements of Table 715.3. ibtiezP 21. Fire Doors are Self Closing. 22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4. NIA 1Z L':.... --A O.v_1 _ T � � _C _ _ _-.'_ n _ _ -r ' UII Group M (As per Section 903.2.6) Group R (As per Section 903.2.7) Group S-1 (Asper Section 903.2.8) Group S-2 (As per Section 903.2.9) All Buildings except R-3 and U (As per Section 903.2. 10) Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1) Commercial Cooking Operations (As per Section 903.2.12.2) As per Table 903.2.13 4. If Sprinklers needed as identified in #3 list type of system required. JNIA 5. If Sprinkler required by any of the above, Are Monitors and Alarms provided as per Section 90' ;7? 6. If an AltemativqAutomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904? m 7. Are Fire Alarms required as per Sections 907 or 908? Yes No—,y if no then skip #8 below. NI� 8. Do Alarms meet the requirements listed in Sections 907 or 908? 9. Is smoke control required?(as per Sections 402, 404, 405 or 410) Yes No �r If yes, see Sections 909. 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410. MEANS OF EGRESS 1. Minimum height of Tas per Section 1003.2. k 2. Any protruding objects meet the requirements of Section 1003.3. 3. The occupant load shown on plans. 4. The occupant load as per calculated by Table 1004.1.2. 5. Occupant load posted in every assembly occupancy as per Section 1004.3. 6. Egress width is identified on plans. 25. Stairways are a minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1).-X 26. Maximum riser is 7 inches and minimum tread is 11 inches. No7 5 27. A landing is provided at the top and bottom of each stairway. 28. Maximum vertical rise without a landing is 12'. -k- 29. Handrails are identified that meet the requirements of Section 1009.11. 30. Handrails return to wall, etc. or are continuous to next stair handrails 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 32. Exit signs are identified when over 2 doors are required for exiting.NO 33. Exit signs are spaced no more than 100' apart or to the door. 34. 42" guardrails are shown whenever a walking surface is over 30" above grade. 35. Any roof mechanical equipment within 10' from edge has a guardrail shown. W° 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. �' 37. If multiple tenant spaces exist, egress from any one does not pass through another. / /-/L- 38. Length of egress travel does not surpass requirements as per Section 1013.3.E 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2.—AYX 40. Snaces with one means of egress meet the following maximum occupancy loads: a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H-1, H-2, & H-3 - 3 occ. C. Occupancy H-4, H-5,1-1, I-3, I-4, & R- 10 occ d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of 1/2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3._X 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. hV pro 43. Refrigeration machinery rooms and refrigerated rooms pver 1000 sq. ft. have two exits._ 44. Stage means of egress comply with Section 1014.6 45. Exit Access travel distance meets requirements of Table 1015.1. ` 46. F.xterinr exit hnlmniec cnnctrnrtrd in arrnrdonra n,ifb CPQ+;.,,, 1 n1 c 1 h-- 1 nn1 ..AAva ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right-of-way(except as excepted by Section 1104). 2. In addition to the required accessible entrances, 50% of all public entrances are accessible._ 3. Accessible parking is provided as per Table 1106.1. "< 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy. 5. Van spaces are provided.(one out of six and any portion) 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance. __^ 7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5 . 8. Group R-1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed ias Type B units as per ICC/ANSI 117.1 unless on a upper level without elevator service.iyl- 10. Where more than 20 apartment unit, one level town homes or condos are loc t� d in a project, 2% but not less than one are designed as Type A units as per ICC/ANSI 117.1 •�a 11. Wheelchair spaces (and companion seat a per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1 ..- 12. Assistive listening systems are provided in Assembly occ panties where audible communications are integral to the use of the space. 13. Any Assembly occupancy performance area has an accessible route Vs per Section 1108.2.8. AIIA- 14. Any dining area in an Assembly Occupancy is fully accessible./ 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3.—NIA 16. Toilet and bathing facilities are accessible(unless in a private office)as per Section 1109.2. X 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. , j 18. Where sinks are provided, 5%, but not less than 1 is accessible. 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarderprovided unless another approved means to avoid condensation and leakage has been provided. K 2. Water resistant barrier shown on sheathing as per Section 1402.2. 3. Masonry veneer is flashed at bottom and has weep holes.—Y—h�-j 4. Masonry veneer shall be mechanically attached as pe�ection 1405.5. 5. Stone Veneer is anchored as per Section 1405.6. /V/A 6. Sidings shall be applied as per Section 1405. 'C 7. Fire separation distance for combustible veneers(siding) meet that of Table0 2.1.2. )< 8. Balconies that protrude shall meet the requirement of Table 601 for floors. 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. 10. Roof coverings meet the requirements of Table 1505.1._ 11. Double unde} glment is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope./ 12. An ice dam membrane (one continuous sheet or two sheet cemented together) f r all asphalt roofs is provided from the roof edge to 24" inside of the inside of the exterior wall 13. Drip edge metal is provided along all roof edge. X50 14. Metal roofs meet the requirements of Section 17.4. 7; 15. Built-up roofs meet the requirements of Section 1507.10.A//�, % 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 aild 1507.13. A/ 17. All other roofing types meet the requirements of Section 1507. STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) 2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live loads,gQQund snow load, basic wind speed, wind exposure, seismic design category and site '1� rU 111 �~ 9. Special inspections are identified for welding.�l' p 10. Special inspections are identified for high strength bolting. (�) i F`tt 11. Specialins ections are identified for concrete construction except as excluded by Section 1704.4. 12. Special inspection are identified for masonry as per Section 1704.5. /4 13. Special inspections are identified for fills greater than 12" deep where 4 load is applied. - 14. Special inspections are identified for all pier and pile foundations. -- 15. Special inspections are identified for sprayed on fire resistance applications.—N—//- 16. Special inspections are identified for smoke control systems. J11 f 17. Quality assurance plan for seismic resistance is provided (except for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high) 18. Special inspections are provided for seismic force resisting systems.. 19. Structure observations as per Section 1709 are identified for structures in Seismic Use Groups II or IIL SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). n v 2. Soil investigation meets the requirements of Section 1802.2. � — 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 501( f r natural surfaces. 4. Information provided as per Section 1803.5 for any structural fill. 5. Footings (except for 1 story category I buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection.—X- 6. rotection. / 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3.14 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is identified and approved by the building official). 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded. ? SO/LS . 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5j. 4. masonry shear walls are provided in both directions so that their cumulative dimension in each 1 direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2). N/})- 5. Floor and roof diaphragm width to length r tios for masonry buildings meet Table 2109.2.1.3. (Empirical Design Only) 6. Masonry wall 1 teral support is identified in engineering documents or empirically by Table 2109.4.1. 7. Masonry thic e s of bearujgjwalls for one story is a minimum of 6" and 8" for two story buildings as per Section 2109.5.2 8. Masonry foundation walls meet all of the requirements of Section 2109.5.6./ Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 730 W 7th S Gym Type V,1 Hour World Gym No Jcbs Properties 306 Mohawk Rexburg, ID 83440 Steele Vision Construction Assembly, less than 300, without a stage This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that mes inspected on the date listed vias found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy vias classified. Date C.O. Issued: May 03, 2005 ( / PHONE #: Home ( ) Work ( ) Cell ( ) � OWNER MAILING ADDRESS: CITY: � t7d/l(v STATENI ZIP:6340 APPLICANT (If other than owner)_ (If applicant if other than owner, a statement MAILING ADDRESS OF APPLICANT PHONE #: Home ( CONTRACTOR: MAILING ADDRES applicant to act as agent for owner must accompany this application.) CITY:_ Work PHONE: Home# How many houses are located on this property? f� _STATE; ZIP_ Cell ( ) Work# Cell# CITY STATE ZIP Did you recently purchase this property. No es (If yes give owner's name) Is this a lot spli . NO YES (Please bring copy of new legal description of property) PROPOSED USE: (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Gara , Commercial, dition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I 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 Rexburg shall be truthful and correct. I agree to comply with all City re lotions and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enteron the above-mentioned property for inspections purposes. NOTE: The oucu ui omli PLUMBING PLUMBERS NAME CITY Carport/Deck (30" above grade)Area ATE ZIP FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB/SPA SINKS (Lavatories, kitchens, bar, mop) WATER METER COUNT ADDRESS PHONE( ) SPRINKLERS 1 TUB/SHOWERS I (p TOILET/URINAL 9 WATER HEATER I ` WATER SOFTENER 7 WATER METER SIZE 1 1, HEAT (Circle all that apply) Gas Oil Coal Fireplace Electric BUILDING ESTIMATE $ Q Q PLUMBING ESTIMATE $ I as 0 STORM WATER LENGTH FRONT FOOTAGE STRUCTURES DESCRIPTION P(Z - �.�(o l 12C t� SYS STl2Gtl T Gi �L USE /ar1MfLlLIIAL Masonry: Insulation: Drywall: Floor Plumbing: 9 Heating: I - G SPECIAL CONSTRUCTION (Manufacturer or Supplier) Roof Trusses: F,e I , \ l I r>> ,,)11 Owner/Applicant Information Owner of Record Name Address city State Telephone dP Email Fax Site Plan Review ,ICATION e City of Rexburg upon determination that the application /r TI. • % ,I with notice. 12N•CE the Rexburg, Planning and Zoning Commission. ded with the application submittal EO""7 CITY OF REXr k 2 -)ate SILO I d 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 34.5 in. Reinforcement bars shall be ASTM A615 with Fy = 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 Corner Column Foundation for Framelines I & 7 2 Interior Column Foundation for Framelines 1 & 7 3 Foundation for Exterior Columns on Framelines 2 Thru 6 4 Foundation for Interior Columns on Framelines 2 Thru 6 5 E<i61NEER � �EGIS/nT1ER O 3'-0' i n o I I I L--------------- 4' PLAN VIEW 3/4' DIA. X 18' LONG ANCHOR BOLTS VERT. BARS 13' O,C. 4 #5 HORIZ. BARS CONTINUOUS IN WALL #4 VERT. BARS IN CORNERS ENLARGED WALL 3 #4 LONGINTUDINAL BARS PLAN VIEW #4 HAIRPIN BAR) EXTEND INTO SLAB A MINIMUM OF 3 FT. TYPICAL ENDWALL 4 SIDEWALL REINFORCEMENT. #4 BARS @ 13' VERTICAL, AND 3 #5 BARS HORIZONTAL. 3/4' DIA. ANCHOR BOLTS H BAR INTO SLAB EXTEND INTO SHOWN. I I 18' WIDE CONTINUOUS WALL FOOTING PLAN VIEW CONTINUOUS SIDEWALL X -BEAM FOUR 3/4' DIA. ANCHOR BOLTS 2 CONTINUOUS #5 BARS FROM SIDE GRADES I � TO SIDE AROUND ANCHOR BOLTS I � 4 #5 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN i #3 TIE, TYR 4 PLACES -t 10' MAX. SPACING I 5'-6' SQ. PLAN VIEW Re: MTI Scope of Services World — Rexburg, Idaho Steel Vision has retained our firm to provide Structural Steel, welding and bolting inspections on the above referenced project. Herewith we are providing our proposed scope of work. If you have any other requirements, please contact Dan King at (208) 529.8242. SCOPE OF SERVICES — SPECIAL INSPECTIONS & CONSTRUCTION TESTING In accordance with IBC 1701, MTI has developed this scope of work for the project. A copy of this scope of work has been provided to Steel Vision for their review. Duties and Responsibilities of the Special Inspector 1. Observe work The special inspector shall observe the work for conformance with the building department approved (stamped) design drawings and specifications and applicable workmanship provisions. Architect /engineer reviewed shop drawings and/or placing drawings may be used only as an aid to Inspection. Special inspections for structural steel are to be performed on a continuous and or periodic basis as outlined below. 2. Report nonconforming items The special inspector shall bring nonconforming items to the immediate attention of the contractor and note all such items in the daily report. if any item is not resolved in a timely manner or Is about to be incorporated in the work, the special inspector shall immediately notify the building department and the engineer or architect. 3. Furnish daily reports On request, each special inspector shall complete a daily report for each day's Inspections to remain at the job -site with the contractor for review by the building department's inspector. The daily report shall indicate the following: a. Description of daily inspections and tests made with applicable locations; b. Lasting of all non -conforming items; accompusned Dy me turn OT the nut metnoo or wui inspect , u ra or me 130119 in eacn connection or not ass than 2 bolts in each fully tensioned high strength bolted connection where the calibrated wrench method is employed. All inspections and tests will be performed only when scheduled Inspection and testing of structural steel will be performed by ICBG, AWSlCWI, ASNT or other certified personnel approved by your building department. (Resumes of qualified personnel can be provided upon request of the building official) Copies of field reports will be left on site dally and maintained on site for easy review of performed Inspections and / or tests. All reports will be given to the on-site project superintendent for the contractor and available for review by the City Building Officials. Non-conformance reports will be faxed and reported to Steel Vision's construction manager for review. Testing and Inspection Limits of Authority MTI may not 1. Release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of the Work. 3. Assume any duties of Contractor. 4. Stop the Work Reports The report distribution as established will Include Steel Vision's Construction manager, the general contractor, and the City of Rexburg Building Department. Should you desire additional parties to receive reports, please contact us. Scheduling for Inspections and testing will be coordinated through our Dispatch Department. Dispatch hours are 7:00 a.m. - 5:00 p.m., and the dispatcher can be reached through our main phone, (208) 529-8242. Example Inspection forms and reports are available for your review. If you have any questions concerning the proposed scope of services or if MTI can be of any further assistance, please call on us at (208) 529-8242. Respectful Submitted, MAT SfiESTING INSPECTION, INC. ..�.. •. ........,�..y ..o..cca awuay accnuua� Permit #: 04-00311 inspector: 'Troy McMurtrey Inspection Date: September 28, 2004 HIGH STRENGTH BOLING INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. Inspected installation of snug tight only ASTM A325 '/2", %" and 3/4" bolts. Faying surfaces were flush and in full contact. Verified all bolts at every connection at pre-engineered metal building, end wall, beam to beam and column to beam connections; main frames, beam to beam and column to beam connections. Note: Anchor bolt connections have been left loose to allow for squaring up building during the exterior sheeting process. Letter from engineer specifying snug -tight has been seen by inspector and a copy will be sent to MTI office. Work inspected was in compliance with project plans and specifications. If you have questions concerning this report (rpt001sb.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Dan King Eastern Idaho Manager 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 Fy = 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 sonombes 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 Comer Column Foundation for Framelines 1 & 7 2 Interior Column Foundation for Framelines 1 & 7 3 Foundation for Exterior Columns on Framelines 2 Thm 6 4 Foundation for Interior Columns on Framelines 2 Thm 6 5 � r R�,GISTER O /riYtl 3'-0' PLAN VIEW 3/4' DIA. X 18' LONG ANCHOR BOLTS 100 VERT. BARS 13' O.C. 4 #5 HORIZ. BARS CONTINUOUS IN WALL #4 VERT. BARS IN CORNERS ENLARGED WALL 3 #4 LONGINTUDINAL BARS GRADE 3'-0' PLAN VIEW #4 HAIRPIN BAR) EXTEND INTO SLAB A MINIMUM OF 3 FT. TYPICAL ENDWALL 4 SIDEWALL REINFORCEMENT, #4 BARS @ 13' VERTICAL, AND 3 #5 BARS HORIZONTAL. 3/4' DIA. ANCHOR BOLTS 18' TOTAL LENGTH #3 TIES AT 10' O.C. HAIRPIN BAR INTO SLAB 4.#4 BARS. EXTEND INTO FOOTING AS SHOWN, PLAN VIEW GRADE I I 4 #5 VERTICAL BARS. EXTEND INTO FOOTING AS SHOWN i #3 TIE, TYP. 4 PLACES 10' MAX. SPACING CONTINUOUS SIDEWALL %-BEAM FOUR 3/4' DIA. ANCHOR BOLTS �- 2 CONTINUOUS #5 BARS FROM SIDE TO SIDE AROUND ANCHOR BOLTS 5'-6' SQ. PLAN VIEW 0400311 Commercial Plumbing Permit Fee 01-322.14 $730.00 $730.00 $0.00 0400311 Water Meter & Parts 25.346.20 $ 1,495.99 $ 1,495.99 $0.00 0400311 Hookup Fee/Water 34.346.30 $ 3,050.00 $ 3,050.00 $0.00 0400311 Hookup Fee/Sewer 35-347.30 $ 1,620.00 $ 1,620.00 $0.00 0400311 Police Impact Fee 07-355.00 $ 1,233.00 $ 1,233.00 $0.00 0400311 Fire Impact 20.355.00 $ 535.95 $ 535.95 $0.00 Total: $ 16,528.17 Previous Payment History Receipt # Receipt Date Fee Description Amount Paid Permit# Payment Check Payment Method Number Amount CHECK 10450 $ 16,528.17 Total $ 16,528.17 0400311 Commercial Plumbing Permit Fee 01-322.14 $ 730.00 $ 730.00 $0.00 0400311 Water Meter R Parts 25.346.20 $ 1,495.99 $ 1,495.99 $0.00 . 0400311 Hookup Fee/Water 34-346.30 $ 3,050.00 $ 3,050.00 $0.00 0400311 Hookup Fee/Sewer 35-347.30 $ 1,620.00 $ 1,620.00 $0.00 0400311 Police Impact Fee 07.355.00 $ 1,233.00 $ 1,233.00 $0.00 0400311 Fire Impact 20-355.00 $ 535.95 $ 535.95 $0.00 Total: $ 16,528.17 Previous Payment History �L�e—ceipt# Receipt Date Fee Description Amount Paid Permit# PaymentCheck Payment I Method Number A m o u nt CHECK 10450 $ 16,528.17 Total $ 16,528.17 j Project Description World Gym Fee Information Project Valuation Commercial Plumbing Permit Fee Plan Check Fee Building Permit Fee Fire Impact Hookup Fee/Sewer Hookup Fee/Water Police Impact Fee Water Meter & Parts Commercial Plumbing Permit Fee 730.00 648.48 6,484.75 535.95 1,620.00 3,050.00 1,233.00 1,495.99 730.00 Total Fees Paid $16,528.17 rarcel ti KrKW J 1 Hl W Uu 11 Project Details Public Buildings - Type V - 1 Hour 15,000 SQFT lllLG L1ULLL Wp l JV 11 / 111 J Project Description World Gym Names Associated with this Project Type Name Contact Applicant Jenks Properties Lc Etal Owner Jenks Properties Lc Etal Contractor Steele Vision Construction Fixtures - C -Sprinkler - R -Tub and/or Shower Unit - R -Water Heater R -Dish Washer - R -Water Closet and/or Urinal - R -Hot Tub / Spa rarcetrr KrKWJ1AIUIUUII Phone # License # 208-745-1105 9999 Exp Date 12/31/2004 - R -Sprinkler R -Sink (Lavatory, Kitchen, Mop or Bar Sink) - R -Floor Drain - R -Clothes Washing Machine - R -Garbage Disposal Zoom To q Q pT�c A6 0 0 f P 0 0 0 S'v.x D S 0 ;8 v m p F rn v p m rn o m Z m pZ r Applicant: tk015 rrOMV(9'i Phone: �25I )K.Owner ❑ Purchaser ❑ Lessee Applicant's Address: 10(0 tjOk-W14-- Zip: ojejAqo Recorded Owner: crL_I�S PR-Op'`/ml S Phone: Recorded Owner Address: 2k& M elik I L FAX: Development Information Project Name: Property Address: ❑ 1 . Site plan must be drawn to scale, be legible and also be submitted electronically if possible. ❑ 2. Adjoining streets labeled. ❑} 3, Ri-ght =of -way_ to_Eatioa-and-ocidth,_aurb_to.curb-widths-ands-idewa-6k-locat+en-- ---.-------- ❑ 4. Building location, sq footage and dimensions, with distance to property lines. ❑ 5. Show existing and proposed easements. ❑ 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains). ❑ 7. Proposed utilities including tie in location to existing services and new easements. ❑ 8. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins). ❑ 9. Storm drainage plan for parking lot and roof areas, with calculations. 7 10. Fire hydrants and fire suppression lines (including tie to City lines). ❑ Sprinkled ❑ Not Sprinkled 11. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total numbers). 7 12. Landscaping (type and total area, including dimensions). 13. Trash facilities. 14. North Arrow Application for Approval of Preliminary Subdivision Plat The attached Subdivision plan has been prepared in accordance with the Subdivision Regulations of the City of Rexburg, and the following items are shown on the plan or plans, or explanations given with respect thereto. Reguirements for Preliminary Plats: All Preliminary plats shall be 24" x 36" foldable, drawn to scale, North point, dated. The following Shall be shown on the Preliminary Plat or shall be submitted separately: I. The name of the proposed subdivision: 2. The location Acreage Number of Lots 3. The names, addresses and telephone numbers of the subdivider or subdividers and the engineer or surveyor who prepared the plat: Subdivider Name Address Phone Numbers Engineer Surveyor 4. The name and address of all property owners within 300 feet of the external boundaries of the subdivision whether or not bisected by a public right-of-way as shown on record in the County Assessor's office. - Place on Preliminary Plat. 11. Requested 12. Variance Requested. Yes No (If yes, attach written request) 13. Requesting annexation to City? 14. Streets, street names, rights-of-way, and roadway widths, including adjoining streets or roadways, curbs and sidewalks 15. Lot lines and blocks showing the dimensions and numbers of each. 16. Contour lines, shown at five (5) feet intervals where land slope is greater than ten percent (10%) and at two (2) feet intervals where land slope is ten percent (10%) or less, referenced to an established bench mark, including location and elevation. 17. A site report as required by the appropriate health district where individual wells or septic tanks are proposed, this shall be in the form of a letter. 18. Any proposed or existing utilities including, but not limited to, storm and sanitary sewers, irrigation laterals, ditches, drains, bridges, culverts, water mains, fire hydrants, power, gas, street lights and their respective profiles and easements. 19. Public services and other departments. approval: (signatures necessary) a. water f. City Engineer b. sewer c. fire and police !� P�PI��T1I� OTf�I�Y inn g. Planning Commission h City Council . f. Land values g. Local and long-distance travel, i.e., highway and local road impact h. Behavior of wildlife species I. Water quality and effect on underground water supply j. Method proposed to dispose of sewage k. Noise pollution 1. Air pollution m. Solid waste disposal system proposed n. Method proposed to dispose to storm drainage waters o. Extent of increased city road maintenance, including snow removal P. Flood plain methods posed to allekate�ffest_of100-Xear}lood ffeat_onadjacent properties q. Provisions for housing for persons of low and moderate income r. Harmony with the character of surrounding developments 23. Probable adverse environmental effects which cannot be avoided a. Traffic usage b. Rights-of-way required c. Pollution effect on existing environment 24. Relationship between local short -tem uses of man's economic environment and the long-term productivity. a. Existing vs. proposed tax base b. Costs to City if proposal approved (annual) 25. Measures taken to minimize harmful effects on environment a. Effects of construction activities h Frn6nn nnntrnl 4. Date Madison County Surveyor Fees paid - (Resolution No. 249 - May 13, 2002) paid as follows: Make check payable to (Madison County) a) Subdivisions with 2-10 lots $250.00 b) Subdivisions with 11-25 lots $500.00 c) Subdivisions with 25 or more lots $1,000.00 5. Date of Council 6. Action taken by City 7. Date of final plat approval P & Z City Council 8. Water and sewer approval State resrnctionks) Or a GCIILUUM; Ol aFyiurai ioiuuruig aa....j ----------- 50-1326. - -• 50-1326. A. Certificate of approval removing sanitary restrictions. The REHS should only sign a plat removing sanitary restrictions when: Proposed developments with individual water and sewer. He/she is satisfied all lots on the plat can have an individual water and individual sewer system, which will meet all applicable requirements. DEQ has not submitted any letters of concern, or if there have been issues of concern from DEQ, that those issues have been resolved. *Note* If special conditions, septic or water apply to a particular lot or lots then those conditions should be addressed on the plat or referenced to a "Certificate of Approval' letter. 2. Proposed developments with public water and central sewer. When a certificate of approval from DEQ recommending release of sanitary restrictions has been received. 3. Proposed developments connecting to existing public water and sewer systems. When a letter or statement of approval has been received from the municipality. 4. Proposed developments within impact zone of a municipality. Before issuing a certificate of approval for any developments within the impact area of a municipality the REHS must have an approval letter from that municipality/city (I.C. 50-1306). B. Proposed development with sanitary restrictions to be laced on plat. I.C. 50-1326 allows certificate of approval to be issued for the whole subdivision or a portion thereof. Developers requesting a certificate of approval for only a portion of the development must be submitted to a subdivision committee comprised of the Environmental Health Director, Supervisor and field EHS. This committee will then review the proposal and make a Aoe�w.:«..t:..« rnnordinn A6 nlvrino of ennitnr reStrirtinnN on the nlat. The foundation inspection shall included excavations for thickened slabs intended for the support of bearing walls, partitions, structural supports, or equipment and special requirements for wood foundations. All forms and reinforcing steel, etc., shall be in place. 4. PLUMBING, MECHANICAL AND ELECTRICAL: Rough inspection: Commonly made prior to covering or concealment, before fixtures are set, and prior to framing inspection. 5. TRUSS INSPECTION: Inspections of trusses. 6. FRAME INSPECTION: Commonly made after the roof, all framing, firestopping, draftstopping and bracing are in place and after the plumbing, mechanical and electrical rough inspections are approved. (Electrical inspection performed through State of Idaho Electrical Bureau) 7. LATH AND/OR WALLBOARD INSPECTION: 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. 8. FINAL PLUMBING AND HEATING INSPECTION: All systems in place, fixtures set, ready for occupancy 9. SIDEWALK INSPECTIONS: After forms are set, prior to placing concrete. 10. FINAL INSPECTION: Commonly made after the building is completed and ready for occupancy. 11. OCCUPANCY PERMIT: Issued when, on final inspection, building is ready to 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. INSPECTION CARD The permit holder or his agent shall post the inspection record on the iob site in an accessible Buildin,a Permit T he building permit application requires payment ofthe following: 1) Building Permit — calculated on the size of the building by square feet 2) Plumbing Permit for Non -Commercial — calculated using number of fixtures 3) Plumbing Permit for Commercial — cost of plumbing calculation 4) Water and Sewer Permit — calculated by type of occupancy_ _ 5} water Meter and Parts —calculated by the size of the water line 6) Frontage Fees (Ifrequired by the Public Works Department) Business License. -'$20.00 annual fee with $10.00 inspection fee Contractors License - $20.00 annual fee City of Rexburg Services - Required Services - (359-3020 Est - Q) Service for Garbage Garbage collection for Residential — City supplies up to a 90 gallon bin Gar-bage collection for Commercial - Purchase a garbage bhi Service for Water and Sewer Contact City 'ofRexburg to sign up for water and Sewer services +�wisucii W.UaMLUl. raylle miglllcering Inc. LC/' LOF Document Author: Mike Payne04Notes: September 22, 2004 EXBURG Section 2: General Information Building Use Description by: Whole Building Type Building Tyne Floor Area Exercise Center 15000 Pro'ect Description (check one): New Construction _ Addition _ Alteration _ Unconditioned Shell (File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 21000 18830 YES Exterior Lighting [ ] 2. Efficacy greater than 451umens/W Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low -voltage landscape lighting. Controls, Switching, and Wiring [ ] 3. Independent controls for each space (switch/occupancy sensor). Exception: Areas that must be continuously lighted. [ ] 4. Master switch at entry to hotellmotel guest room. V-' ly / ri i k !JZ o4 PpKfiphWighting Designer -Name Signature Date LAYL YIJY liW1lY1 1JVUU 1.4 L1000 Total Allowed Watts = 21000 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description ! Lamps/ # of Fixture ID Lamp Description / Wattage Per Lamp / Ballast Fixture Fixtures Watt. (D x E) Fl 350w MH high bay / Metal Halide 40OW / Electronic 1 28 350 9800 F2 3 lamp troffer / 48" T8 32W / Electronic 3 26 95 2470 F3 2 lamp wrap / 48" T8 32W / Electronic 2 8 61 488 F4 3 lamp wrap / 48" T8 32W / Electronic 3 15 95 1425 F5 2 lamp rough surface wrap / 48" T8 32W / Electronic 2 18 61 1098 F6 recessed shower light/ Incandescent 75W 1 12 75 900 F8 2 lamp strip light / 48" T8 32W / Electronic 2 9 61 549 F10 track light/ Incandescent 50W 1 14 50 700 FII 350w recessed MH / Metal Halide 40OW / Electronic 1 4 350 1400 Total Actual Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. 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