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HomeMy WebLinkAboutCO & DOCS - 04-00313 - World Gym - Site PlanCRY OF a REXBURG i AMERICAS FAMILY COMMUNrrY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 0400311 International Building Code :2000 730 W 7th S Gym Type V, 1 Hour World Gym No Name and Address of Owner: Contractor: Special Conditions: Occupancy: 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 vies inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy vices classified. Date C.O. Issued C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Department: Fire D State of Idaho Electrical Department (208 - 356 - 4830): Jcbs Properties 306 Mohawk Rexburg, ID 83440 CITY OF REXB URG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208 - 359 -3020 X326 PARCEL NUMBER: SUBDIVISION: �—(', UNIT# BLOCK# _LOT #�_ OWNER: � -T (� CONTACT PHONE # '�j ( —1 � /,,- �, PROPERTY ADDRESS: PHONE #: Home ( Work ( Cell( ) OWNER MAILING ADDRESS: �'� Vii- ; �.,' CITY: I?����21c STATE: D APPLICANT (If other than owner) (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT PHONE #: Home ( CONTRACTOR: MAILING ADDRESS: CITY PERMIT # STATE ZIP How many houses are located on this property? q 6) �.) e- Did you recently purchase this prope No es (If yes give owner's name) Is this a lot spl' ? NO YES (Please bring copy of new legal description of property) PROPOSED USE: (i.e., Single Family Residence, Multi Family, Apartments, Remodel, , Commercial, addition, 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 rF lations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter n the and property for inspections purposes. NOTE: The building official may yoke a permit n approval i under the provisions of the 2000 International Code in cases of any false statemen m'srep entation of..fac in tjle appl' tion or on the plans on which the permit or approval was based. Permit void if not starte ithin 80 ys. Permit,vo' ifvdo st s f 180 days. of Owner /Applicant CITY: STATE; ZIP _ Work ( ) Cell ( ) PHONE: Home# Work# Cell# DATE ARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan f s are non - refundable and are paid in full at the time of application beginning January 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Permit Fees are due at time of application ** * *Building Permits are void if you check does not clear ** NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Parcel Acres: Front Footage (if applicable) I woV1 .1 SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Second floor /loft area ea Third floor /loft area Shed or Barn PLUMBING PLUMBERS NAME CITY STATE FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitchens, bar, mop) WATER METER COUNT WATER METER SIZE 11 HEAT (Circle all that apply) Gas Oil Coal Fireplace Electric Commercial Buildings & Anartment BUILDING ESTIMATE $ &e9aWQ PLUMBING ESTIMATE $ STORM WATER LENGTH FRONT FOOTAGE STRUCTURES D E S C R I P T I O N � 5� � �— , T64 yZ K;� USE d L L BEDROOMS CONSTRUCTION UNITS ROOF NON CENSUS SANITA TION METHOD OCCUPANCY ZOAD HEAT � _Er /1 L 1 J jZ EXITS ' j FLOOD ZONE FENCE TYPE SETBACKS OCCUPANCY) FRONT ( t SIDE d SIDE © BACK [-2 Unfinished Basement area Finished basement area Garage area Carport/Deck (30" above grade)Area ADDRESS ZIP PHONE ( ) SPRINKLERS TUB /SHOWERS Va_ Aj TOILET/URINAL 9 WATER HEATER WATER SOFTENER with 3 or more 2 SUBCONTRACTOR LIST Excavation & Earthwork: Concrete: Masonry:, '�° _� / 1�10 - Roofin s� �" I � C.� I1 � si o �l Insulation : Drywall: r Painting: Floor Coverings: tubi } Plum bing: Heating: Electrical: SPECIAL CONSTRUCTION (Manufacturer or Supplier) Roof Trusses: ✓ E fr 1:"7 t Floor /Ceiling Joists Cabinets: Siding /Exterior Trim: Other. CITY OF REXB URG Site Plan Review APPLICATION $x1sHE�' Connral Tnfnr CITY OF R.EX URG AMERICA =s FN.MILY CONM LAITY Subdivision Name Total Acres 1, Intended Land Use (Circle) residential, single - family, multi - family, commercial, dustrial Property Address (es) Legal Description Existing Zoning (Circle one) LDR, LDR1, LDR2, MDR, HDR, HDR2, BD HBD Owner /Applicant Information ll.., «o,...f i?nnnr.1 Name Address State V Telephone 12 6 Email Fax A « «1'nn «+ -rr -= Name Address i City Ile State Telephone Email Fax CITY OF REXB URG SUBDIVISION INFORMATION Lot Types Number of Lots Acres Residential Dwelling units per acre (gross /net Commercial Industrial Common (Landscape, Utility, Other) Open Space Total Site Plan Review APPLICATION I understand: 1. This application is subject to acceptance by the City of Rexburg upon determination that the application is complete. 2. The hearing date is tentative and subject to change with notice. 3. This application is subject to a public hearing before the Rexburg, Planning and Zoning Commission. 4. The application fee is non - refundable information, statements, attachments, and exhibits included with the application submittal are true to the best oi' my know Date Ei I20 FOUNDATION DESIGN FOR WORLD GYM BUILDING REXBURG, IDAHO For SteelVision Construction NOTES 1. Foundation configuration provided by Mike Bressler of SteelVision Construction. 2. Foundation loads from Behlen Drawings, Sheet 3, Job No. M3749, dated 8/13/04. 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 Corner Column Foundation for Framelines 1 & 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 Thm 6 5 6/ 3336 6�A 0 F 4' 12' 3/4' DIA. X 18' LONG ANCHOR BOLTS 1.5' TYP. GRADE 3' -0' VERT, BARS 13' O.C. 4 #5 HORIZ. BARS CONTINUOUS IN WALL #4 VERT, BARS IN CORNERS F ENLARGED WALL I � I 10• 1 3 #4 L❑NGINTUDINAL BARS IN WALL FOOTING F►-- 21_0,+{ -"- `-#4 2 18' O.C. TRANSVERSE SECTION WORLD GYM BUILDING CORNER COLUMN FOUNDATION FOR FRAMELINES 1 & 7 8/19/04 ALL IN BARS EXTEND INT❑ IINIMUM OF 3 FT. 4L ENDWALL & SIDEWALL IRCEMENT. #4 BARS 2 13' VERTICAL, #5 BARS HORIZONTAL. PLAN VIEW 3/4' DIA. ANCHOR BOLTS 18' TOTAL LENGTH 12' GRADE 3' -0' #3 TIES AT 10' D.C. #4 HAIRPIN BAR INT❑ SLAB 4. #4 BARS. EXTEND INT❑ F❑❑TING AS SHOWN, 3 #4 LONGITUDINAL BARS IN WALL FOOTING 1- 2' -0'- #4 L 18' ❑.C, TRANSVERSE SECTION WORLD GYM BUILDING INTERIOR COLUMN FOUNDATION FOR FRAMELINES 1 & 7 8/19/04 X -BEAM PLAN VIEW CONTINUOUS SIDEWALL FOUR 3/4' DIA, ANCHOR BOLTS I � 2 CONTINUOUS #5 BARS FROM SIDE GRADE i TO SIDE AROUND ANCHOR BOLTS I I I I 4 #5 VERTICAL BARS, EXTEND INTO FOOTING AS SHOWN 1 #3 TIE, TYP, 4 PLACES 3' CL, 10' MAX, SPACING I 24' I I I I 8 #5 BARS EACH DIRECTION SPACED AS SHOWN SECTI ❑N WORLD GYM BUILDING FOUNDATION FOR EXTERIOR COLUMNS ON FRAMELINES 2 THRU 6 8/19/04 I I 18' WIDE CONTINUOUS WALL FOOTING 5'- PLAN VIEW f Ml IM � /AY ACIf"1 IMM nfll TC` SLAB 0 ffo DHICJ r-mu l W h 1 SPACED AS SHOWN .�F(:TMN WORLD GYM BUILDING FOUNDATION FOR INTERIOR COLUMNS ON FRAMELINES 2 THRU 6 8/19/04 Sep 22 2004 5:34PM HP LRSERJET FAX MATERIALS TESTING & INSPECTION P. 1 PAGE # 1 OF 2 Date 9eptembe 22, 20D4 Doc ID: l \mtl\el_svr Yirlscope ct servisa letters \world gym scope - rexburq.rlf ❑ Environmental Services U Qeotechnical Engineer J Construction Materials Testing ❑ Special Inspections Mr. Val Christensen Building Official City of Rexburg 12 North Center Rexburg, Idaho 83440 Re: MTl Scope of Services World — Rexburg, Idaho Phone: (208) 359.3020 x 324 Fax: (208) 359.3022 e -mail: valcocl.rexburg.ld.us 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 I 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. L'sting of all non - conforming items; c. Report on how non - conforming items were resolved or unresolved as applicable; and d. Itemized changes authorized by the architect, engineer and building department if not included in non - confonnance Items. 5. Furnish final report The inspection agency (MTI) shall submit a final signed report to the building department stating that all items requiring structural steel special inspections were fulfilled and reported and, to the best of our Special I - ispector's knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions. items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. 1230 N. Skyline Drive, Suite C, Idaho Falls, ID 83402 208 528-8242 Fax 208 529-6911 E -Mail mt!Omti- id.com vnvw.mti- id.com Sep 22 2004 5:34PM HP LASERJET FAX .r MATERIALS TESTING & INSPECTION p.2 PAGE #2OF 2 Dots UpUmbor 22 2001 Doe ID: ttmtltei_serae•tecope of cervlce latt KLtWorld gym acdp• - rex0urp.rlr :3 Environmental Services ❑ Gectechnical Engineeing O Construction Materiais Testing 0 Special Inspeet,ons Special Inspection Requirements Structural Steel I High Strength Bolts Inspection & Testing. In accordance with building code requirements, our inspector will visually inspect 100% of the field welded connections on a periodic basis. Our inspector will be on -site on a continuous basis for any fully tensioned high strength bolted connections accomplished by the turn of the nut method or will inspect 10% of the bolts in each connection or not less 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 ICBO, 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 daily and maintained on site for easy review of performed inspections and 1 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 MT 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 io 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 S - TESTING INSPECTION, INC. Da Eastern Idaho Ge ral anager 1230 N. Skyline Drive, Suite C, Idaho Falls, ID 83402 208 529 -8242 Fax 208 529 -6911 E -Mail mtiOmti- id.com www.mti- id.com MATERIALS V p TESTING & INSPECTION PAGE #1 OF 1 REVISION DATE 11/11/2004 \ \MTISERVER2 \REPORTS \EASTERN IDAHO\2004REPORTS\E40114C - WORLD GYM- REXBURG \RPT00I SB.DOC ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Val Christensen Phone: (208) 359 -3020 City of Rexburg Fax: (208) 359 -3022 12 North Center Other: Rexburg, ID 83440 Project: World Gym, Pioneer Road, Rexburg 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 1 /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 CC: Jason Riley, Steel Vision Construction; Brian Ball, JCBS Properties, LLC; Val Christensen, City of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208 - 529 -8242 Fax: 208 - 529 -6911 Email: eimti@mti- id.com Website: www.mti- id.com Pla, �. r fi ,2003 International Building Code Name of Project: W' USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312 !� '.. L4/ , 2. Identify if mixed occupancy exists. Yes or No If no then skip #3 below. 3. Incidental use areas see Table 302.1.1 Accessory Space (10% or under) x Nonseparated Mixed Occupancy as per Section 302'77 .1/�' Separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assemblies including the rating 4. If Assembly Occupancy pxists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1I 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 Flammab Finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418.- HEIGHT AND AREA Area, First Floor �1L�� 0 < %' , Second Floor , 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. d ! `r 5. Regulated as Separate CS or Regulated as one Building as per Section 503.1.3 /90 6. Height modified as pef Section 504. Yes No>C If yes , sprinklers are required. 7. Area modified as per Section 506. Yes No If yes use the area provided below to calculate increase. V 145 30 Iroo = z7 W Total Area Allowed after Increase 1 � Area Shown on Plans 1 0 8. Zero Lot Line Buildings see Se tion 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507.A TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 2. Check allowable material for Type I and II buildings as per Section 603 3. Table 601 - Identify Building Element Ratings 4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls 5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. 1) X 6. Projections meet requirements of Section 704.20 7. Check for window vertical exposure from roof below as per Section 704.10X114 8. Check that Parapets are not required as per Section 704.11 X 9. Are Firewalls used or required? Yes No� If no, skip #10 below. ��j� 10. Check Firewalls for Structural Stability Fire Resistance Rating as per Table 705.4j 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? If no skip #12 below. �^ 2� Check!Fir� Barriers for structural stability as per Section 706.4. Openings limited to 25% I V ' of wall. " 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 If no then skip #14 below. 14. Shaft Enclo696 (s et the requirements of Section 707. 15. Are Fire Partitions used or required? Yes Nom 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'/ 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 711.3.1m�eethe 18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies 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. ? L�1 21. Fire Doors are Self Closing. / 22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4. Nl� 23. Fire and Smoke Dampers conform with Section 716. 24. Fire Blocking and Draft Stopping is provided as per Section 717 (Draft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 80 26. Floor Finish meets requirements of Section 804._X FIRE PROTECTION SYSTEM 1. Is a Fire Protecttio} System required for this building in order to meet area, height etc. requirements? Yes No X( If no skip #2 below. 2. List the type of system that is required 3. Other requirements requiring Fire Protection Systems (check if needed): Group A (As per Section 903.2.1) Group E (As per Section 903.2.2) Group F -1 (As per Section 903.2.3) Group H (As per Section 903.2.4) Group I (As per Section 903.2.5) Group M (As per Section 903.2.6) Group R (As per Section 903.2.7) Group S -1 (As per 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. N/A 5. If Sprinkler required by any of the above, Are Monitors and Alarms provided as per Section 903.4 ? 6. If an Alternativ utomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904? & 7. 7. Are Fire Alarms required as per Sections 907 or 908? Yes No_,V if no then skip #8 below. 8. Do Alarms meet the requirements listed in Sections 907 or 908? 9. Is Is smoke control required ?(as per Sections 402, 404, 405 or 410) Yes No If yes, see Sections 909. �(_ ��,� 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410. - P-IA MEANS OF EGRESS 1. Minimum height of Tas per Section 1003.2. k 2. Any protruding objects meet the requirements of Section 1003 . 1 _14 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. >( 7. Egress width meets requirements as calculated per Table 1005.1. �( 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required. X 9. Door encroachment does not reduce the required egress width to less than 50% required. 10. Means of egress is illuminated as per Section 1006. X' 11. Illumination emergency power is shown for means of egress as per Section 1006.3. rJ C) 12. An enclosed exit stairway is shown. Yes No if no, skip #13, #14 and #15 )below. 13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered. A° 14. Area of refuge has 2-wayco instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. 15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1. 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. 17. Specialty doors meet the requirements of 1008.1.3. 18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. 19. Thresholds are identified as a maximum of 1 /2" high, for swing doors and 3 /4" for sliding doors as per Section 1008.1.6. 20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). 21. Locks and latches meet requirements of 1008.1.8. X 22. Panic hardware is shown at required locations (Section 1008.1.9). 23. Does a stairway exist. Yes_X No If no, skip #24 thru #28. 24. Stairway doors do not open over stairs. X 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. Norl 5S , L, t) 27. A landing is provided at the top and bottom of each stairway. 28. Maximum vertical rise without a landing is 12'. X 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. 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. till- 38. Length of egress travel does not surpass requirements as per Section 1013.3. V 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. 40. Spaces 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- 3.1 -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._ 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. hv t� -0 43. Refrigeration machinery rooms and refrigerated rooms fver 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. Exterior ex' Palconies constructed in accordance with Section 1015.1 have 100' added to their travel distance. / 47. Corridors are rated as per Table 1016.1. fl � 48. Corridor widths meet requirements of Section 1016.2. A 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F.4 .4 r i i -" 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. 51. The minimum number of exits for occupant load meets the following 1 -500 requires 2 exits 5 01 -1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2. Ax _ 53. Interior stairwells required as a means of egress meet the requirements of Section 1019. 54. Space under stairs is identified as 1 -hour rated., b 55. Exterior ramps or stairs are open on pne side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level. 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. 57. Exterior balconies, stairways and ramps are over 10' from 1 t lines and other buildings on the lot. 58. Egress courts meet the requirements of Section 1023.5. /V 59. Assembly occupancies meet the requirements of Section 1024. 60. Window egress or better is provided in every sleeping room and any habitable basement. 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.O`� 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. X ) 7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5. J 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 s Type B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. 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 11. Wheelchair spaces (and companion seat a per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. t) 12. Assistive listening systems are provided in Assembly o�cc�;pancies where audible communications are integral to the use of the space. lk 13. Any Assembly occupancy performance area has an accessible route s per Section 1108.2.8. IV/ A- 14. Any dining area in an Assembly Occupancy is fully accessible. (V IA- 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3.. 16. Toilet and bathing facilities are accessible(unless in a private office)as per Section 1109.2. 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. 5 A/01 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).' 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. P vl eP INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1/150 of the floor space or 1/300 with vapor barrier. ,l A -(, 2. 50% of the attic ventilation is 3 ft. above eaves. 3. Crawl space ventilation complies with Section 1203.3. G 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. tiD 5. Interior sp ces that do not have openings directly to outside meet requirements of Section 1203.4.1 6. Bathrooms containing bathtubs, showers or spas are mechanically vented. JV6 1 2 1 0 7. Natural or Artificial light is provided that meets the requirements of Section 1205. 8. Courts shall meet the requirements of Section 1206.3. 9. Dwellings party walls and floors meet the requirements of Section 1207 j�, 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft. 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ". �<'_ 13. Attics and crawl spaces have access openings as per Section 1209._P 14. An energy review has been submitted that meets the requirements of the International Energy conservation code._ / 1 'Zo EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided. X 2. Water resistant barrier shown on sheathing as per Section 1402.2. 3. Masonry veneer is flashed at bottom and has weep holes. NA _ 4. Masonry veneer shall be mechanically attached as per ection 1405.5. 5. Stone Stone Veneer is anchored as per Section 1405.6. / V IAI 6. Sidings shall be applied as per Section 1405. �< 7. Fire separation distance for combustible veneers(siding) meet that of Table 0 2.1.2. X 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 undo ent 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.i 13. Drip edge metal is provided along all roof edge. A" 14. Metal roofs meet the requirements of Section 1507.4. X 15. Built -up roofs meet the requirements of Section 1507.10._x/, 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13. 4 q - 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, grpund snow load, basic wind speed, wind exposure, seismic design category and site class.k 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. b. Roof live load as per Section 1607.11. C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow load importance factor and the thermal factor. d. Wind design data, including basic wind speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. C. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic - force - resisting systems, design base shear, seismic response coefficients, response modification factors and the analysis procedure used. ?C 4. Flood zone is identified(if in flood zone see Section 1603.1.6) // 5. Design of floor live loads in access of 50 lbs per sq. ft. also identi y that signs must be posted. /V/� 6. Structural design calculations meeting the requirements of chapter 16 have been provided. NO _ N a7t:V 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621. M° - ret 8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. { 9. Special inspections are identified for welding. + O '- 10. Special inspections are identified for high strength bolting. `+► {a ` 11. Special ins ections are identified for concrete construction except as excluded by Section 1704.4 J 12. Special inspection are identified for masonry as per Section 1704.5. 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 a lications._- 16. Special inspections are identified for smoke control systems. /V,/ 17. Quality assurance plan for seismic resistance is provided (exce 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. Structg4 observations as per Section 1709 are identified for structures in Seismic Use Groups II or SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). 2. Soil investigation meets the requirements of Section 1802.2. 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% f r natural surfaces. 4. Information provided as per Section 1803.5 for any structural fill 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3.��� 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. S0/&f (2,6f. 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5 _). X_ 10. Except for Group R and U occupancies of light framed construction of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. 12. FoundatiAdinage system or water - proofing (Section 1807.3) is provided where water table warrants. 13. Damproo wn under slabs as per Section 807.2.1. 14. Damproofing shown for foundation walls. 15. Minimum of 4" of gravel is shown under all slabs. ;X 16. Foundation drain is installed (except in well - drained gravel areas) as per Section 1807.4.2 and 1807.4.3. 17. Piles meet requirements of Section 1808, 1809, 1810 and 1811. A11 14 -. 18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812. CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement. 2. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is designed as a structural diaphragm 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2). 4. Masonry shear walls are provided in both directions so that their cumulative dimension in each direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2). 5. Floor and roof diaphragm width to length ratios for masonry buildings meet Table 2109.2.1.3. (Empirical Design Only) 6. Masonry wall l teral support is identified in engineering documents or empirically by Table 2109.4.1. 7. Masonry th of beari g walls for one story is a minimum of 6" and 8" for two story buildings as per Section 2109.5.2._ t 8. Masonry foundation walls meet all of the requirements of Section 2l09.5.6.___LV/)Cf