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HomeMy WebLinkAboutCHECKLIST - 07-00207 - Rolling Hills - New LDS ChapelPlan Checklist for the 2003 International Building Code Name of Project:toLI/P40 L s 6,�15L 47 po zd:>r7 USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312A.3 2. Incidental use areas see Table 302.1.1% 3. Identify if mixed occupancy exists. Yes or No X If no then skip #3 below. Accessory Space (10% or under) X Nonseparated Mixed Occupancy as per Section 302.3 1 411 - Separated Mixed Occupancy as per Table 302.3.2Identify on plans Fire Barrier Walls and/or Horizontal Assemblies including the rating 3. If Assembly Occupancy, exists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 4. 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 Flammable Finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418. HEIGHT AND AREA 1. 2. 3. 4. 5. 6. 7. Area, First Floor / 0 'iy&9 , Second Floor , Third Floor Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes No__X Height meets requirements as per Table 503. YevX No_X Buildings on same Lot? Y s No Y If no then skip #5 below. ��// Regulated as Separate r Re ulated as one Building as per Section 503.1.3.�/X g p g g Height modified as per Section 504. Yes eV No If yes , sprinklers are required. Area modified as per Section 506. Yes_ No If yes use the area provided below to calculate increase. .s id, Nyo �Z Total Area Allowed after Increase %9:V0 © Area Shown on Plans 16, 9w 8. Zero Lot Line Buildings see Se ion 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507. g .��� TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 VS 2. Check allowable material for Type I and II building as per Section 603_,ey 3. Table 601 - Identify Building Element Ratings 4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls-4 5. Check Ope 'ngs in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8.1) 6. Projections meet requirements of Section 704.2" 7. Check for window vertical exposure from roof below as per Section 704.104�V/X-- 8. Check that Parapets are not required as per Section 704.11_)<, 9. Are Firewalls used or required? Yes No If no, skip #10 below. 10. Check Firewalls for tructural S abilit Fire Resistance Rating as per Table 705.4 Made of Noncomb 'ble Mate als( c t Type V) Horizontal Continuity Vertical Continuity o ection Ex ri r Walls as per Section 705.5.1 Extend to Horizontal Projec ng lemen as er a tion 705.5.2 Openings (no windows) as per Section 705.8 C eck t at P ne rati ns meet requirements of Section 712 Ducts and Air Transfer Op 'ngs Fir w 1 et r uirements of Section 705.11. 11. Are Fire Barrier used o re uir d? as re fired by table 302.3.2) Yes No If no skip # 12 below. 12. Check Fire B 'ers for s c stability s per Section 706.4. Openings limited to 25% of wall. aximum ni g size of 1 sq. ft. (unless sprinklered) Check that Penetrations eet the re re ents of Secti n 712. Ducts and Air Transfer Openings meet the requirem nts of Secti n 12 and 716. 13. Are Shaft Enclosures us o required? Yes Nox If no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 707.� 15. Are Fire Partitions usVeVqqui ed? Yes No If no then skip # 16 below. 16. Check Fire Partitionst al Stability and Continuity as per Section 708,4. Dwelling units that are sprinklo ed %2hr. separations versus 1 hr. Check that Penetrations meet te s of Section 712. Ducts and Air Transfer Openings meet the requirements o Sand 716. 17. Fire Rated Ceilin P requirements as per Section 711.3.1. 18. All Penetratio Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712. 19. Fire Resistive Joint Systems meet the requirements of Section 713. -ZIA 20. Doors and Shutters in Fire Res' ive Assemblies meet the requirements of Table 715.31 21. Fire Doors are Self Closing. 22. Fire Windows or Glazing conform to Section 715.4 and able 715.4 , 23. Fire and Smoke Dampers conform with Section 716 24. Fire Blocking and Draft Stopping is provided as per Section 717XC (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 803. 26. Floor Finish meets requirements of Section 804. FIRE PROTECTION SYSTEM 1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements? Yeses No If no skip #2 below. 2. List the type of system that is required 13 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 (Asper Section 903. ) Group H (As per Section 903. . Group I (As per Section 903. . Group M (As per Section 9 Group R (As per Section 9 3. Group S-1 (As per Secti 9 Group S-2 (As per Sect' n 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) j411A. Commercial Cooking Operations (As per Section 903.2.12.2) As per Table 903.2.13 X 4. If Sprinklers needed as identified in #3 list type of system required. I 5. If Sprinklep7 required by any of the above, Are Monitors and Alarms provided as per Section 903.4? 6. If an AltemativeAptomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904? -A/�- 7. Are Fire Alarms required as per Sections 907 or 908? Ye o if no then skip #8 below. 8. Do Alarms meet the requirements listed in Sections 907 or 908? F%0a 9. Is smoke control required?(as per Sections 402, 404, 405 or 410) Yes If yes, see Sections 909. 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410._A14- MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2. 2. Any protruding objects meet the requirements of Section 1003.3.1� 3. The occupant load shown on plans. X 4. The occupant load as per calculated by Table 1004.1.2. Tg 5. Occupant load posted in every assembly occupancy as per Section 1004.3.^NTCV 6. Egress width is identified on plans. C 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._ 9. Door encroachment does not reduce the required egres�width to less than 50% required. 10. Means of egress is illuminated as per Section 1006. 11. Illumination emergency power is shown for means of egress as per Section 1006.3. 12. An enclosed exit stairway is shown. Yes No if no, skip # 3, # 14 and # 15 below. 13. Enclosed stairway has an area of refuge(as per Section 1007.6). 14. Area of refuge has 2-way communications, 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 pr 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. k' 19. Thresholds are identified as a maximum of %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 non Type A units). T 21. Locks and latches meet requirements of 1008.1.8. 22. Panic hardware is shown at re uired locations (Section 1008.1.9). 23. Does a stairway exist. Yes No If no, skip #24 thru #28. 24. Stairway doors do not open over stairs. /'C 25. Stairways ar a minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1).� 26. Maximum riser is 7 inches and minimum tread is 11 inches. i 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. X 30. Handrails return to wall, etc. or are continuous to next stair handrails 31. Elevation change of over 1 /20 is designed as a per Section 1010 / g � ramp as 32. Exit signs are identified when over 2 doors are required for exiting. 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. /pia 3 5. Any roof mechanical equipment within 10' from edge has a guardrail shown./Y 36. Egress does not pass through intervenin 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. 38. Length of common egress travel does not surpass requirements as per Section 1 13.3.,>C 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, I-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 V2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1 /3 Jr 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. 43. Refrigeration machinery rooms and refrigerated rooWr 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.?C - 46. Exterior exit alconies constructed in accordance with Section 1015.3 have 100' added to their travel distance. / 47. Corridors are rated as per Table 1016.1. 1 - 48. Corridor widths meet requirements of Section 1016.2. !� 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. V 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:_�L 1-500 requires 2 exits 501-1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 8.Ud- 5 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.(' 55. Exterior ramps or stairs are open oq one side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level. ,..N/Jt_ 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. p Y p g 57. Exterior balconies, stairways and ramps are over 10' from lines and other buildings on the lot. 58. Egress courts meet the requirements of Section 1023.5. 59. Assembly occupancies meet the requirements of Section 1024. ? 60. Window egress or better is provided in every sleeping room and any habitable basement.-4 61. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code. X 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. GroupI occu ancies meet accessibility requirements as set forth in Section 1107.5. / p Y q 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 as 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 locate in a project, 2% but not less than one are designed as Type A units as per ICC/ANSI 117.1.r 11. Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1._ 12. Assistive listening systems are provided in Assembl occupancies where audible communications are integral to the use of the space. 13. Any Assembly occupancy performance area has an accessible route as per Section 1108.2.8. 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. 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. X 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. INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1/150 of the floor space or 1/300 with vapor barrier._ 2. 50% of the attic ventilation is 3 ft. above eaves. X 3. Crawl space ventilation complies with Section 1203.3.L_,V� 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. 14%0� 5. Interior spaces 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.-Aid- 7. Natural or Artificial light is provided that meets the require ents of Section 1205. x 8. Courts shall meet the requirements of Section 1206.3. 9. Dwellings party walls and floors meet the requirements of Section 1207. 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 0 sq. ft. in area. 11. Dwelling units(except Section 1208.4 efficient units) have one habi Vle room of 120 sq. ft.dA 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. X 14. An energy review has been submitted that meets the requirements of the International Energy conservation code. ? EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided._�S� 2. Water resistant barrier shown on sheathing as per Chapter 14. x 3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.31%le, 4. Masonry veneer shall be mechanically attached as pFr Section 1405.5._ 5. Stone Veneer is anchored as per Section 1405. . 6. Sidings shall be applied as per Section 1405. 7. Fire separation distance for combustible veneers(siding) meet that of Table 1406 2.1.2. /V 8. Balconies that protrude shall meet the requirement of Table 601 for floors. 9. Metal Composite Materials(MCM) shall meet the requirements of Section �v 10. Roof coverings meet the requirements of Table 1505.1. 11. Double and yment 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 or 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. ) / 14. Metal roofs meet the requirements of Section 1507.4. ` 15. Built-up roofs meet the requirements of Section 1507.10.� 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13. A* 17. All other roofing types meet the requirements of Section 1507. / 18. Buildings with roof drains have drains designed and sized as per UPC 1105.0._�. STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) 12Z: 2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live loads, gro d snow load, basic wind speed, wind exposure, seismic design category and site class. 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. V C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow �v 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: e. 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 res onse coefficients, response modification factors and the anal is procedure used. 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 identify that signs must be posted as per Section 1603.3.� 6. Structural design calculations meeting the requirements of chapter 16 have been provided. 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621.E 8. Where special fabrication (usually steel) is performpA off sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2 9. Special inspections are identified for welding. 10. Special inspections are identified for high strength bolting. 11. Special inspections are identified for concrete construction except as excluded by Section 1704.4. U71eV• 12. Special inspection are identified for masonry as per Section 1704.5. 13. Special inspections are identified for fills greater than 12" deep where 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. 16. Special inspections are identified for smoke control systems. 4ZI4' 17. Quality assurance plan for seismic resistance is provided (exce,�t for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high) AMA-' 18. Special inspections are provided for seismic force resisting systems.-e& 19. Structural observations as per Section 1709 are identified for structures in Seismic Use Groups II or 20. Truss Details provided or noted to be provided prior to frame inspection. SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). 2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these conditions exist? Yes No x If yes, are the necessary soil reports provided? Yes V No 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5°/u fo natural surfaces.k' 4. Information provided as per Section 1803.5 for any structural fill. ,t/ 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). k 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded.^ 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5). 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 p.s.i.. 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. �%� 12. Foundation d ainage system or water -proofing (Section 1807.3) is provided where water table warrants. 13. Damproofing shown under slabs as per Section 1807.2.1. x 14. Damproofing shown for foundation walls.I/. 15. Minimum of 4" of gravel is shown under all slabsx 16. Foundation drain is ins alled (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.�-- 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. )e 2. Structures assigned to Seismic Desi ategory 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).'10 4. Masonry construction documents identify, ize, grade, type and location of reinforcement, anchors and wall ties as per Section 21 1 3. 5. Masonry fireplaces have 12" thick footings that are 6" wider than masonry. 6. Masonry fireplaces have c inforcement and anchors as per Section 2111. 7. Masonry fireplaces me uirements of Section 2111 and Table 2111.1. 8. Masonry chimneys sh 1 m e irements of Section 2113. Me 1. Truss drawings identify requirements as per Section 2303.4.1.�X 2. Joist layout plans are provided./ Engineered products have computer layout. 3. Floor and roof sheathing meets requirements of Section 2304.7. '>o 4. Connections and fastening meet the requirements of Table 2304.9.1.� 5. Fasteners in preservative treated wood are hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. X 6. Wood framing members above foundations are 8" (min.) above soil. k 7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked. 8. Shear wall aspect ratios meet the requirements of Table 2305.3.3. �0 9. Shear wall design meets requirements of Section 2305.3.�� I- "R A Q lei, 1. Glazing in pool, sauna, hot tub, steam room, bathtub or sho er enclosures (unless over 60" above standing surface) is safety glazing as per Section 2406. 2. Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section 2406. P� 3. Glazing greater than 9 sq. ft., botto4gazing w 18", top above 36" and 36" from walking surface is safety glazing as per Section 2406. 4. Glazing in guards and rails is safetas per Section 2406. Iz 5. Glazing next to stairways, landi gs and ramps (unless over 60" above standing surface) is safety glazing as per Section 2406. 1. Number of plumbing fixtures shall meet the requirements of Table 2902.1. 2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination of employees and customers (except for mercantile occupancy with occupancy of 50 or less). 3. Public toilet facilities are provided as per Section 29 2.6. 4. Elevators meet the requirements of Chapter 30. 5. Pedestrian walkways meet the requirements of Section 3104. 6. Awnings and canopies meet the requirements of Sectio 3105. 7. Marquees meet the requirements of Section 3106. 8. Swimming pool enclosures and safety devices meet the requirements of Section 3109. 9. Protection for pedestrians meets the requirements of Section 1306. 10. Existing structures meet the requirements of Chapter 34.