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Ossc occupant load

ossc occupant load With the above-mentioned occupancy load, we analyzed the plumbing fixtures within the building and found that additional (ossc §1014. occupancy load occupancy load factor room area room number 101 room room name 99 sq ft 100 net/gross 1 residential 3-hr fire barrier - podium separation 3-hr fire wall-building separations (per ossc 706. , gravity, wind and earthquake and how the loads affect the overall structure. 2. 2: see sheet a0. The occupant load is the greater of either the calculated an occupant load of 50 or more in a Group A or E occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. 2) load factor square footage number of occupants path of travel/ common path. 4 EXCEPTIONS) Required for engineered masonry in Risk Categories I, II or III or empirically designed masonry, glass unit masonry or masonry veneer in Occupancy Category IV. This update is the result of a four-year consensus process 4. 1. reliance on OSSC provisions (based on IBC) • Allow five story wood frame buildings of Type III-B construction • 75 foot height limit • Exterior walls must be nonExterior walls must be non-combustible (FRTcombustible (FRT wood required) • Exterior walls must be two-hour rated if load bibearing 14 Effective April 1, 2007, non-residential buildings are subject to the 2007 Oregon Structural Specialty Code (OSSC). door to have panic release bar for emergency exiting fe fire extinguisher # occupant load and exiting direction occupancy type: a-3 (library) b for 2nd floor (offices) total square footage: • 26,092 sf main floor (library, a -3 occupancy) • 4,272 sf second floor (offices, b occupancy) specific areas and occupancy classifications (OFC Chapter 8). Section 1004 OCCUPANT LOAD 1004. Required Egress Width: The means of egress width shall not be less than required by Section 1005. • Minimum number of plumbing fixtures required by OSSC Section 2902. Consider live load reductions for both floor and roof. c. 1. The change of occupancy Occupant Load Determination (1) The occupant load of a floor area or part of a floor area, or of a building or part of a building not having a floor area, shall be based on, (a) the number of seats in an assembly occupancy having fixed seats, (b) two persons per sleeping room or sleeping area in a dwelling unit or suite, or 6-2, whichever is larger. 2 table 602. 4. Safire Integration Inc in Salem, OR | Photos | Reviews | 1813 building permits for $5,699,900. 70 4. 2. Every room or space that In Group I-3, F, H and S occupancies, for areas that are not accessible to the general public and that have an occupant load less than 50, the minimum load shall be 20 pounds per foot (0. Foundation Frost Protection. 1. 3. 24. In most states, the Building Code has the same authority as state law. 1, OSSC. Figure 505-1 Mezzanine height and area. 8. path of egress travel to required exit egress aisle with egress table 1004. 3). • Snow load. In buildings in occupancy Group A having an occupant load of 300 or less. Originated with the BOCA National Building Code. new 2 story parking garage to comply with OSSC 2014 (IBC 2012 Transport services talk of the "load factor" achieved, hotels of their "occupancy rate," and hospitals of their "census. ) ) ) ) Equipment attachment to the structure to address potential seismic loads is required pursuant to ASCE 7‐10 chapter 13 and 1613 OSSC. Roof live loading is 20 psf for this ordinary, flat roof per Table 1607. The International Residential Code (IRC) establishes the requirements for guardrails to ensure a standard of safety for the user. areas to be monitored/ controlled/ secure. 2, 3202. rating 2a:10bc legend fe exit access travel distance (ossc §1016. 2 Mercantile 60 gross Storage, stock, shipping areas 300 gross Group M art gallery 30 gross Parking garages 200 gross Residential 200 gross Skating rinks, swimming pools Rink and pool 50 gross Decks 15 gross An occupancy change to the same or a lower relative hazard classification or a change in use within any occupancy classification will require seismic improvements using either the OSSC or ASCE 41 improvement standard, as identified in Table 24. 4 Clarification 310. 2) load factor square footage number of occupants path of travel/ common path code summary title 33: development standards: zone:ex(d) (chapter 33. 1 room area (sf) total occupant load 151 30" / 36" occupant load at exit req'd egress width / width provided emergency egress lighting level at 1 footcandle / sf min. 1012. Occupant Load and Number of Exits: Chapter 10 of the SBC is used to determine the occupant load for the application of code requirements. Group I-3 occupancies used as a place of detention. 1 OEESC DAS and ODOE developed and implemented a statewide plug-load management strategy to encourage occupant behavior changes to reduce energy uses not regulated by codes and standards. 4. 3, 310. 1 of the LAPC. The occupant load permitted in any building, or portion thereof, is permitted to be increased from that number established for the occupancies in Table 1004. 8, 1004. 10 lf fls room tag function (ossc table 1004. 1804. The roof dead load is 32 psf, the floor dead load (including the partition load) is 80 psf, and the flat roof snow load is 40 psf. 2allows the occupant load from the table to be increased beyond the numbers in the table as long as all other requirements of the code are also met based on the modified number and the occupant Two exits are required if occupant load exceeds 49. i-hr rated per ibc table 721 4—1. Types of Workload Formulas of transient occupancy tax (TOT) revenues allotted for tourism promotion pursuant to Chapter 3. ICC Digital Codes is the largest provider of model codes, custom codes and standards used worldwide to construct safe, sustainable, affordable and resilient structures. The total width of the means of egress in inches shall not be less than the total occupant load served multiplied by the factors in Table 1005. Jay is a senior staff architect with ICC’s Business and Product Development department and works out of the Lenexa, Kansas Distribution Center. To determine the occupant load of each sex, the total occupant load shall be divided in half. 1): r-2 residential (apartments) s-2 storage (trash, water, fire, elec. FIND: Total floor live load + roof live load (kips) for a single, typical interior column at (a) ground floor level, and (b) 2nd floor level. 1. Some occupancies are required to have at least one large exit capable of serving at least half of the total occupant load of the building. 15 ) = 21 inches required Group B Upper Floor 75 feet maximum (per OSSC 1014. see e2. 1. not be less than the total occupant load served by the means of egress multiplied by 0. The occupancy load must be posted on signs, which are sometimes called maximum occupancy signs, so that this information is publicly available. Structures shall be classified into one or more of the occupancy groups listed in this section based on the nature of A complete load path is like a chain that ties the house together from the roof to the foundation. 1 minimum fire separation distance: 10 feet concrete strength f'ci - 2500 psi initial f'c 3808 n. 1 Change of occupancy. Please note: The OSSC allows restaurants and drinking establishments with a total occupancy load of under 50 to be classified as a B-occupancy under 303. Chapter 16 now includes a new section dealing with tsunami loads. 11 Operational sequence control of various generators based on load . in. 1. 8107 s1 0. OSSC 1608. 230: ground floor window standards 50 occupant load room name function 150 sf 50 occ. The table below provides the minimum top of footing depth from grade based upon the elevation where the project is located. 1. Handouts will be provided that will assist inspectors in the field to be able to check common framing errors such as overdriven fasteners, excess notches Occpa Load Occpas a Exit Maimum xi Capacity Ei Signs Icideal se rea 1 50 50 " FE Fire xingiser %$ Projec escription 3/8/4 The minimum clear width of an accessible route shall be 36 inches except at doors. 8. Recent work: 4 new walkin coolers ( to replace 4 existing walkin coolers). 72 4. _____ Install approved signs on doors to Fire Sprinkler, Fire Alarm, Electrical and Mechanical rooms. 10 lf fls room tag function (ossc table 1004. 1 Type I. In addition, transient lodging occupancy type: ossc 308. h) Occupant load calculation (show for occupancy type and total). 1-2004. Occupancy classifications, existing and proposed Building area calculations Fire sprinklers/fire alarms, existing and proposed Exit analysis indicating occupant loads, exit path, travel distance Hazardous Material Inventory Statements (HMIS) if chemical storage or use is anticipated Snow Load: 25 PSF, drifting based on site location. 3. 15. 71 4. group ii table 4. 111. 12 Operational sequence control of various generators based on load and The lateral load path will be discussed in detail as well as common site conditions that should be reviewed for each project. Reference Clackamas County's snow load design criteria. OSSC 1004. E-mail Address or Member ID Type IV A structures can be built as tall as 18 stories/270 feet and must encapsulate any exposed timber surfaces and meet a three-hour fire-resistance rating for the structural elements. Additionally, the MDL will provide office space forprofessionals and technical management. (b) Payment provisions including the basic rental rate and what it includes, cost of additional services, billing method, payment system and due dates, deposits, and non-refundable fees, if applicable. 5 Outdoor areas U. 2. 1. 2. • Seismic zone. s. Occupant Load: The total number of people that might occupy a building or space at any one time. 691. 2 Special Provisions (Podium Buildings) • Horizontal building separation allowance – Basement and/or first story , Type IA – 3‐hour horizontal assembly – Building above limited to : • Group A; each with an occupant load of <300 • Group B, M, R, or S uses CODE: 2014 OSSC USE OR OCCUPANCY OF BUILDINGS AND STRUCTURES RISK CATEGORY (ASCE TABLE 1. • Whether or not project is in a high hazard landslide zone. 6W. • Whether or not project is in a high hazard landslide zone. 1. ridge ventilation (5,184 x . The occupancy located on an occupied roof shall not be limited to the occupancies allowed on the story immediately below the roof where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903. the service time of the custodian. JURISDICTION - City of Newport, OR APPLICABLE BUILDING CODES - 2015 IBC / 2014 OSSC lees productive than assignments during periodsof low occupancy. Exits must be separated from each other (OSSC Section 1015. II- 85 mph, Cat. Determine the occupant load based on the proposed floor area for each occupancy. 50 occupant load room name function 150 sf 50 occ. 2 5,400 sq. 2 Periodic inspection is always required for stair railings. 4. ft. Occupancy classification is the formal designation of the primary purpose of the building, structure or portion thereof. ft. all public use and common use areas shall be accessible per 2014 ossc, chapter 11. Occupancy Type and Group. Consisting of a transmitter (HD-TX-301-C-E) and receiver (HD-RX-4K-210-C-E), the HD-MD-4K-400 extends an HDMI® or VGA signal over a CATx (CAT5e or higher) twisted pair cable. 4. Ultimate Design Wind Speed: Residential: 110 MPH; Commercial: Risk Category 1- 100MPH, Risk Category 2- 110 MPH, Risk Category 3&4- 115 MPH; Frost Depth: 18 inches. The occupant load shall be calculated based on occupant load factors in the Occupancy Class Room # Primary Accessory Incidental SECTION F - VENTILATION REQUIREMENTS Primary, Accessory, or Incidental Use (one for each room) Design Occ. 2 and occupant notification in accordance with Section 907. grid limitations: maximum grid spacing: 4'x4'. 2) load factor square footage number of occupants path of travel/ common path. Business Management Interview Questions ; Question 6. 1. 1 6. ft. . Titan Steel Structures understands all local codes and loads required to ensure our buildings stand up to the Oregon climates. j) List Design professional, Architects, Structural Engineers, Owner, Developer, and any other Design Members. and used the occupant count as described above. Actions, Options, or Potential Motions: Move to approve a special procurement, direct award, with Steve Ennis Architect for the development of architectural and structural construction plans for the rehabilitation of Pioneer The HD-SCALER-VGA-E is a simple, cost-effective video scaler designed to enable an HD, SD, or computer display device to handle analog VGA, RGB, and component video signals with input resolutions up to Full HD 1080p or WUXGA. 2 Areas without fixed seating Table 1004. Doors within or serving a single dwelling unit in Groups R-2 and R-3. 2, OSSC) Door ways shall have a clear opening width of 32 inches minimum. Minimum tests required: 1. , open frontage), type of construction and occupancy, and allowable heights and areas can be determined. a "t" fitting shall be used. 3. 6=0. . 3 Posting of occupant load. 25. 4. This load is the number for which the means of egress system is designed to. 1. Understand applicable wind loads from ASCE 7-10 for structures within the WFCM scope. 65 m2) of occupiable floor space. f. 1805). Enforcement of Regulations The earthquake loads refers to SNI 1726-2002. 3, 310. " — Corvallis violated the "bonding provisions" of section 3311 of the OSSC by allegedly requiring "cash security" rather than a bond from plaintiff. The pilot requires private occupancy, with shared occupancy only by residents’ choice. i) List work to be performed under this permit. elevation). 1 Unlawful acts. 10 Generator temperature control based on load . Commentary speaks of mixed use but not incidental . (corresponding to a 6% margin along the load line) 2014 oregon structural specialty code (ossc) 2014 oregon fire code project location: tax map: 4s -21e tax lot: 700 address: 221 s. 230: ground floor window standards The egress path is from an adjacent existing building that undergoes alterations or a change of occupancy requiring its egress path(s) meet the seismic improvement standards as required by this Chapter; or. Detached tents and other membrane structures erected for periods of 180 Occupancy Load: 27 Separated Building: N/A Fire Sprinklers: Fire Alarms: 13R OSSC 903. condon, or 97823 building occupancy: occupancy use net sq. 3. The revision in Table 1607. How do we feel about this for "incidental A's" Such as a large conference room, but not a separate occupancy . Requirements Requirements. in. 1) Combined Load (Primary space +Accessory space) Compute Occ. A building code is a standard set of rules that everyone must abide by when designing a building. manual tied to sprinklers Yes Required Yes Required Floor Existing Floor Area New Floor Area Total Area 1st Floor 0 4125 4125 Amendments to standards in effect at the time, FEMA 178 (1992) and OSSC (1993), incorporated new understanding of seismic risks in the region. 3. Occupancy Load: 27: 13R OSSC 903. occupancy types: i-2per ossc 308. 5) located within a Tsunami Inundation Zone, as determined by DOGAMI (Oregon Department of Geology and Mineral Industries), will further comply with the requirements of Appendix O of the current code, as The load capacity is influenced by many factors. 5 occupancy category:see project manual duty classification: heavy-duty per astm c-635. Other factors, such as the layout of the room and load distribution, also influence the room load capacity Free! and all in one place; a list of PDFs for popular building codes & accessibility standards; 2015 IBC, 2013 CBC, NFPA 101, ADA, FHA, ANSI A117. 310. A load of falsework props spilled at the 140 SW Columbia construction site, reports the Oregonian. 2) life safety occupant load schedule area name occupancy (ch 3) area (sf) load factor occupant load dining b 638 15 43 kitchen b 551 200 3 1,189 46 x x occupancy occupant load emergency egress lighting notes (ossc §1006. 625 so they merely changed the factor from one set of equations to another set of equations. 3 i-2 fire restrictive requirements: structural frame 1 hour table 601 fire resistive requirements of type v-a (per 2010 ossc): incidental use areas: group i-2 laundry rooms over 100 sq. Critical or intensive care patient rooms within suites of health care facilities. 2, OSSC 1705. fan, ! see keynote electric ! cadet heater mini split air handler, ! mounted near ! ceiling indicates duct! in soffit @ ceiling mini 4 vent vent out wall,! see d/2. 2, OSSC) Door ways shall have a clear opening width of 32 inches minimum. ) (accessory <10% of floor sf) b business (but occupant load <50 2019 Oregon Structural Specialty Code (OSSC) Effective Oct. the state building code, & the Oregon Mechanical Specialty Code (OMSC). Exception: Open parking garages of Type I or Type II construction. 1: max occupant load of 3 for H-3 to have one exit) The design occupant load is basically the number of people intended to occupy a building or portion of a building at any one time. Seismic Zone: Category C. 6 occupancy load: s-1 occupancy load factor - 500 27000 s. 140 -table 140-3) : design overlay zone 33. . I. A percentage of the wood, calculated using occupancy and use, can have exposed timber surfaces. net 111. 2. • Snow load. C. It contains information, such as what loads to design for, i. f) OSSC Occupancy Type (show all types by floor and total). 12 Operational sequence control of different generators based on load . Exit openings from tents shall remain open unless covered by a flame-resistant curtain. 2. title 33: development standards: zone:ex(d) (chapter 33. Code required fire alarm and detection, per occupancy and occupant load, will be the minimum of the design. 3. 4. Eugene, OR 97401. The curtain shall comply with the following requirements: Occupant Load means the number of persons for which the means of egress of a building or portion thereof is designed. To determine the required number of fixtures, the fixture ratio or ratios for each fixture type shall be applied to the occupant load of each sex in accordance with Table 2902. Equipment shelters not intended for human occupancy with a building area of 250 square feet or less, designated as Risk Category I or II. 3. Accessibility — Chapter 11 Existing Buildings: 1111 New additions shall comply. 2) Compute Occ. 12. Exit Openings from Tents. CITY OF BEA VERTON BUILDING DIVISION MARGARITA FACTORY RESTAURANT Name (ifapplies): FIRE SUPPRESSION SYSTEM Address: Building No: 1 7005 NW CORNELL RD Suite or Apt No: Permit No: Structural Specialty Code (OSSC), including occupancy, gravity and seismic provisions. area exceeds allowable limits under 2019 OSSC requirements. 2) esp. 2). . 1). Chapter 13, covering building energy efficiency, has been certified by the U. Where approved by the building official, the occupant load for Exceptions: 1. Per Occupant 1004. Refer to OSSC Table 1804. cross runner deflection: l/360 max. Clear opening width 1. 5 times that of the occupancy served. h) Occupant load calculation (show for occupancy type and total). Nothing in this chapter shall be interpreted as authorizing the city to conduct a tourism promotion campaign. 1. 1. Required elements are occupancy classification and room use, area of room, occupant load factor per 1000 SF or fixture, calculated occupant load, OSSC occupancy type (show all types by floor and total) Mixed-use ratio (if applicable) Occupant load calculations (show for occupancy type and total) List work to be performed under this permit List Design Professions, Architects, Structural Engineers, Owner, Developer and any other Design Members Floor Plan : Yes N/A SECTION D– OCCUPANT LOAD Room No. provide power source for future active submembrane depressurization system. 12. spaces > 500 ft² and the average occupant load > 40 people/1000 ft² of floor area where the HVAC system has: • An air-side economizer, or • Automatic modulating control of the outdoor air damper, or • A design outdoor airflow > 3,000 cfm Demand control ventilation (DCV): a ventilation system capability Occupant Load: Table 1004. 5), the dead end in a corridor shall not exceed 50 feet (15 240 mm). group ii table 4. II- 110 mph, Cat. • Method of Energy Conservation calculation per OSSC Chapter 13. This 200 pound load test is designed to stop an employee from a potentially fatal fall, as opposed to the IBC requirement that takes into account the idea that many people may be leaning on the railing at the same time. The evaluation uses a scoring system covering 21 safety parameters, and will illuminated exit sign per ossc section 1011. 2. • Seismic zone. Occupancy load refers to the number of people permitted in a building at one time based on the building’s floor space and function. 2 Adjacent levels . Where a two- story building or facility has one story or mezzanine with an occupant load of five or fewer persons that does not contain public use space, that story or mezzanine shall not be required to be connected by an accessible route to the story above or below. 4) OSSC Chapter 4: Special requirements based on use and occupancy classification • Special requirements based on use and occupancy OSSC Chapter 5: General building height and areas • Allowable area based on single occupancy or non-separated use The main exterior doors of a Group A occupancy with an occupant load of 300 or less is permitted by the provisions in IBC Secti on 1003. gov. 62 mm) per occupant for stairways and by 0. • Soil bearing pressure. (show for occupancy type and total) i) List work to be performed under this permit. 1, 2019 The 2019 OSSC includes portions of the 2018 International Fire Code (IFC). 40) = 2,073 sq. of7 checked project: gaston school building The 2014 OSSC provides for determination of masonry compressive strength (f’m) by the “unit strength method” or the “prism test method”. f. 13 Operational sequence control of different generators based on load and — Corvallis refused to issue a temporary certificate of occupancy to the plaintiff as a "blatant attempt to circumvent the requirements for the accessible route. In the Load combinations using allowable stress design wind went from W to 0. j) List Design professional, Architects, Structural Engineers, Owner, Developer, and any other Design Members. 1. 3 Posting of Occupant Load 1004. 6W to 1. Sign in Cancel. 3. • Soil bearing pressure. 11. 11 Setpoint correction of recooling plant to outside conditions . The occupant load of any space shall include the occupant load of all spaces that discharge through it in order to gain access to an exit. The desi¶l seismic load in the 1970 UBC seismic zone 2 load is approximately 50% of the current OSSC seismic load for this type of building in located in Philomath Oregon. Office equipment typically consumes 25 percent of the electric bill. . • Method of Energy Conservation calculation per OSSC Chapter 11. 3. 1 The locking device is readily distinguishable as locked; Private garages, office areas, factory and storage areas with an occupant load of 10 or less. • Snow load. EXCEPTION: The appropriate local authority may reduce the minimum number of 30-inch by 48-inch (760 mm by 1220 mm) areas to one for each area of rescue assistance on floors where the occupant load is less than 200. SPECIFICATIONS filed on July 22nd, 2019 Guardrails are installed to protect occupants from falling from various types of walking surfaces. Refer to Building Code Summary of the existing building for more detailed review. The evaluation tool outlined in ASCE 41-17 allows for determination of seismic deficiencies present in these facilities with respect to modern building codes. In order to utilize another material, Section 3404. 3. 10). NOTE: there is an OSSC exception 1705. Links to download Android, iOS and MS Windows versions are shown on this page. f. presumably to the then current Uniform Building Code Seismic Zone 2 and for a lateral wind load of 1 5 psf. 23. Occupant Load means the number of persons for which the means of egress of a building or portion thereof is designed. 3) Seismic Coefficient: Based on soil type: Soil Profile Type: Varies f) OSSC Occupancy Type (show all types by floor and total). • Wind Loads (OSSC section 1609): Ultimate wind speed-Risk Category (Cat. Specialty Code (OSSC), i. 28, and S D 1 = 0. 1 and 1006. e. ft. 3, but in no case less than 20 psf) Frost Depth: 12 inches below grade: Soil Bearing Capacity: Varies: Seismic Zone: D1 Residential, D Commercial (Commercial must meet all design criteria of OSSC 1613. 22. 4. Commercial Permits. We have up to date information on the newest fire alarm trends such as fire service access elevators, mass notification, voice intelligibility, occupant evacuation elevators and two-way communication for Areas of Refuge. 1. 1. BCEwereheldwith membersofthe OSSC. Exits will need to meet the same criteria as an exit from an interior space, including door swing direction, maximum leaf width, and egress hardware (panic bars). occupancy: u slab ri slab r2 rigging detail plumbing plan & diagrams electrical plan, details and schedules below floor piping foundation detail material list exterior walls. Load (Area divided by Load factor) Accessory space load Combined Load (Primary space +Accessory space) Actual load (not to exceed 1 person per 7 SF 1004. table 508. /sq. sullivan bldg. 1,500 PSI allowed without engineering data. 70 4. '7 spokane, wa 99216 CONTRACT ADMINISTRATOR: filed on April 12th, 2019. 2) Floor Area (gross or net per definitions in Chapter 2) Load Factor (per Table 1004. 4 of the OSSC permits alterations which impact “existing structural elements carrying lateral load” provided such impacts do not constitute more than a 10% increase in the demand-to-capacity ratio of the elements. W. The occupant load increase will not exceed 149 in either building. 3. 6 對40,000 s. f. 1. 1 or 903. 1. • Soil bearing pressure. 85-A above, where the change results in an increase in occupant load of more than 149 people as defined by the OSSC. Oregon’s Department of Administrative Services and Department of Energy developed agency procurement guidelines incorporating equipment energy and water use requirements to drive purchase of the most efficient equipment. C. It is calculated by applying the requirements of Section 1004 which we will get into. The customer also chose installing R19 roof insulation and R13 wall insulation to further conserve head and cold during the intense change in weather conditions in Oregon. / 500 = 54 occupants b occupancy load factor - 100 4500 s each of the three parts of a means of egress system; Calculate occupant load for establishing the means of egress; and Determine means of egress design and component requirements. 5. 4 incidental uses: none required occupant load per ossc 1004. occupant load of less than 50 persons and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. x 144 = 5,184 sq. ft. 2019 OSSC - IFC section guide occupant load does not exceed one occupant per 7 square feet (0. Ignore the weight of cladding. Demand can be reduced by scheduled off or setback periods, peak demand monitoring and load shedding, the use of drives and by applying hundreds of control techniques that are specific to the equipment being controlled. 5 is provided in the area of the 25 psf (Must also meet all 7 design criteria of OSSC 1603. 2) Fills to be used to support foundation of buildings (OSSC Sec. Occupant Safety – Sprinklers reduce civilian fire deaths by 83% – Sprinklers reduce civilian fire injury medical costs by 53% – Sprinklers reduce civilian fire injury total costs by 41%. A building or structure shall not be used or occupied, and a change in the existing character, use or occupancy classification of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy for such change in character, use or (1) The stress in any materials, member or portion thereof, due to all dead and live loads, is more than one- and one-half times the working stress or stresses allowed in Oregon Structural Specialty Code (OSSC) or One and Two Family Dwelling Specialty Code (Dwelling Code) for new buildings of similar structure, purpose or location. title 33: development standards: zone:ex(d) (chapter 33. 9. Larger spaces require two doors (OSSC Section 1006. For non OSSC jobs it is possible to reclassify as architectural element and remove special inspection. 2) occupant load factor number of occupants number of exits req. Snow Loads (OSSC section 1608): 25 psf minimum roof snow load, 36 psf ground snow load (less than 4,100 ft elevation) Wind Loads (OSSC section 1609): Ultimate wind speed- Risk Category (Cat. there is no expansion of occupant load or change to the Hood River County Building Codes Services primary responsibilities are receiving and processing applications and permits for the erection, siting, and alterations and occupancy of buildings and structures, including residential, farm, commercial and industrial. 3) fire extinguisher min. Egress elements are based on a design occupant load of 1 person per 200 square feet (gross), so the calculated occupant load is fairly low. soffit venilation (5,184 x . 1 • Special occupancy requirement of Chapter 4 may apply. Commercial Prefab Buildings Suited for Codes and Loads This building was engineered to meet Oregon building codes with the OSSC-2014 requirements, including a 36 psf snow load with 120 mph wind. g. cityofalbany. Load (Area divided by Load factor) Use or Function (Table 1004. 0W. Cornell Road A-2 M V-B, Separated 14,1 75 square feet 7,250 square feet 297 Yes (NFPA 13 Required) Yes (NFPA 72) Wet Chemical UL 300 Suppression System Inspect connections at marriage lines between modular units of prefabricated permanent and relocatable buildings to assure that such connections are capable of developing a complete load path as required by the approved plans approved by the State of Oregon. therefore it is considered an accessory occupancy and no separation is required, per ossc 508. 1 egress width: other egress components: 140(0. S. Be familiar with application of MWFRS versus C&C loads for various building components and systems. Occupant Load Occupants at Exit Maximum Exit Capacity Exit Signs Incidental Use Area 1 50 50 " FE Fire Extinguisher %$ Project Description 3/28/14 The minimum clear width of an accessible route shall be 36 inches except at doors. Consult with Fire Department regarding setup and occupant load expected. 2 maximum fire area: 40,000 s. 3301. 3. Firefighter Safety – Sprinklers are responsible for an estimated 65% reduction in firefighter fireground injuries . 502(b)(3) requires railing systems meet a 200 pound concentrated load test. 4). This study provides the city with recommendations to rehabilitate the identified seismic Wind in the Load combinations using strength design or load and resistance factor design went from a 1. Educational occupancies with an occupant load of 50 people or more 3. _____GFES will provide an Occupant Load sign for assembly occupancies to be permanently mounted in area served (OFC 1004). 140 -table 140-3) : design overlay zone 33. 1. 08 mm) per occupant for other egress components. in. 3. 1 Change of occupancy. assembly occupancy with an occupant load exceeding 100 for Group A-2 and 300 for other Group A occupancies, all floors between the occupied roof and the level of exit discharge shall be equipped with an automatic sprinkler system in accordance with Section 903. 2 Increased occupant load. The design spectral acceleration parameters are S DS = 0. 1, OSSC. Guess what 1/1. Every space requires at least one exit door, and two or more exits depending on the occupant load. g) Mixed-use ratio (if applicable). - Where data regarding the sq. Where required by the building official, an approved aisle, seating or fixed equip-ment diagram substantiating any increase in occupant load shall be submitted. 8, 1008. 3. 4. 3. High hazard occupancies with any occupant load Note that these requirements only apply to doors that lock or latch. 1). · Snow Load: 25 psf (rain-on-snow surcharge) · Frost Depth: 12 inches · Soil Classification: Geotechnical Report is required to determine soil conditions Adopted Codes Current adopted codes are as follows: · Residential Code: 2017 Oregon Residential Specialty Code (ORSC) Provides certain minimum standards, provisions and requirements for safe and stable design, methods of construction and uses of materials in buildings and/or structures hereafter erected, constructed, enlarged, altered, repaired, moved, converted to other uses or demolished and to regulate the equipment, maintenance, use and occupancy of all 1. 60) = 3,110 sq. 10 code plan construction type: type v-a square footage: 1st floor: 88,635 sf (existing) fire extinguishers (ofc 906): 50 occupant load room name function 150 sf 50 occ. Common path limit of 25-ft (OSSC Section 1006. 1. 3. Items requested above and beyond code Input a given building geometry, site conditions (e. 4215 soil bearing 500 psf 1) The report shall address the potential of soil liquefaction and instability (OSSC Sec. 9 AWS D1. The MDL will house technicians who will develop and manufacture magnets. If surcharge load conditions exist (buildings, roads, vehicle loads or sloped conditions) If solid fences are attached or adjacent to the proposed retaining wall At Design Everest we are experts when it comes to engineering and permitting services for your retaining wall needs. (show all types by floor and total) g) Mixed-use ratio. There were no injuries. 1. 1 is a change in the deck and balcony Live Loads to 1. . Where used solely for the parkingof private motor vehicles, a Group U garage or carport is by OSSC Section 107. 10 lf fls room tag function (ossc table 1004. Interior renovation including new non-load bearing interior partition walls to define the following spaces: an expanded reception for the booking area, enclosed storage area (currently open storage), and defined video conference stall in the open public lobby. 1: This attic will be used for fuel fired appliances, and thus must be protected throughout with 13R sprinklers The total of all the horizontal floor areas (as viewed on a floor plan) of all floors of a building contained within their building perimeters excluding voids (except for occupant voids), interstitial space, roofs, unexcavated areas, crawl spaces, un-structured on-grade parking and other site improvements. 4 Classification of Congregate Living Facilities Dormitories and similar nontransient uses now are to be considered as Group R-3 occupancies where the occupant load is 16 or less. To protect foundations from frost, they must be installed below the determined frost depth. Mackenzie intended to use this provision to present the City of Lake • Snow Loads (OSSC section 1608): 20 spf minimum roof snow load, 25 psf ground snow load (less than 4,000 ft. Green Building Council and is 1-2% more energy efficient than ASHRAE 90. 1 Change of occupancy. (Section 1109. 1, Type II in accordance with Section 1012. 8. Provide an outside air / occupancy ventilation table on the plans to meet the requirements of the OSSC Section 1203 andOMSC Table 403. When the occupant load exceeds 3,000 the total width of means of egress (in inches) shall not be less than the total occupant load multiplied by 0. title 33: development standards: zone:ex(d) (chapter 33. B. exits provided/total width provided note: verify location and quantity of all fire extinguishers with owner and fire marshal prior to installation. Room Name Use or Function (Table 1004. Sectio 109. 2 Max Floor Area Allow. 2, OSSC) Door ways shall have a clear opening width of 32 inches minimum. oregon st. Footnote a repeats a previous requirement that load-bearing exterior walls must comply with both Tables 601 and 602. In addition, all health care facilities certified by Centers for Medicare & Medicaid Services (CMS) are mandated to comply with the NFPA 101 Life Safety Code (LSC), 2000 Edition (adopted 2003). 4 AND 1705. There were no injuries. COMMUNITY DEVELOPMENT DEPARTMENT 333 Broadalbin Street SW, P. Clear opening width of doorways with swinging doors What marketing strategies does Ecodes use? Get traffic statistics, SEO keyword opportunities, audience insights, and competitive analytics for Ecodes. Meanwhile, a new edition of ASCE 7-16, a reference standard for loads on structures that is part of the International Building Code, has been published. 3) Actual Group B Upper Floor 66 feet Exit Access Doorways: Table 1015. 1004. 8, Exception 2, to be equipped with a key-operated locking device that, in the unlocked position, will allow the door to be readily openable. interstitial space height: 15' maximum. In addition, a full code review for the two buildings was completed. Property Losses wall live (wind) 110 mph exposure c, class 3 occupancy roof dead load 10 psf, minimum lumber design values #2 d fir unless noted concrete 2500 psi for design, 3500 psi for performance steel 36 ksi for structural, 60 ksi for reinforcement codes and standards asce and 7-10 2014 ossc / aisc 9 seismic values: ss 0. 2. The gates may not swing over the property line into the public right of way OSSC 1004. 3 inches (7. Provide an outside air / occupancy ventilation table on the plans to meet the requirements of the OSSC Section 1203 and OMSC Table 403. 1 Cumulative occupant loads . / 150 = 36 sq. A building or structure shall not be used or occupied, and a change in the existing character, use or occupancy classification of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy for such change in character, use or . 140. 1 or 903. 3. Additional duties: The extent of non-custodial assigned duties affects. code summary. Determine the required number of plumbing fixtures for each occupancy. The wind and snow loads vary throughout the state of Oregon which is why we verify with local cities and counties to make sure your Oregon steel buildings meet all OSSC guidelines. 1: This attic will be used for fuel fired appliances, and thus must be protected throughout with 13R sprinklers (OSSC 903. Group U occupancies that are accessory to a Group R-3 occupancy or accessory to individualdwelling units in Group R-2 occupancies; handrails shall be Type I in accordance with Section 1012. occ. 1. (a) Unlisted occupancies. 2 University of Oregon BIARC 2015 Please type the text you see in the image into the text box and submit Seismic Triggers • Permitted Work Threshold • Seismic Evaluation • Change of Use or Occupancy Classification • 1/3 or more of the floor area • 150 person occupant load increase Seismic Considerations Series 23 24. No added area proposed. Specification for Masonry requirement 2015 IBC Standard ACI 530/ASCE 5/TMS 402-13 shall be updated to MS402-16. 5 Assembly Areas: 15 net Business Areas: 150 gross (Occupant Load to be determined at tenant infill configurations) Per Space Required Number of Exits: Table 1006. Please call 503. New and Updated Reference Standards. Lettering must be minimum 5” in contrasting color to and sale of plants, a Group M occupancy shall be assigned. 2. s. 1, provided that all other requirements of the code are also met based on such modified number and the occupant load does not exceed one occupant per 7 This appendix, in conjunction with the Oregon Structural Specialty Code (OSSC), provides minimum requirements for development located in flood hazard areas, including the installation of utilities, placement and replacement of manufactured homes, new construction and repair, reconstruction, rehabilitation, or additions to new construction and substantial improvement of existing buildings and structures, including restoration after damage, and utility and miscellaneous Group U buildings and The total number of such 30-inch by 48-inch (760 mm by 1220 mm) areas per story shall be not less than one for every 200 persons of calculated occupant load served by the area of rescue assistance. Please review for your specific project. A building or structure shall not be used or occupied, and a change in the existing character, use or occupancy classification of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy for such change in character, use or OSSC SECTION 509. dr-3 5-10-17 la mota 3297 portland road ne salem, oregon map: 07-3w-13bb lot: 4800 Residential re-roof, where replacement or repair of roofing does not exceed 30 percent of the required live load design capacity and the roof is not required to be fire resistant. Ill & IV-115 mph, Normal wind speed- Cat. 140. Table 3. The additional occupant load, as determined by the OSSC, using the egress path through the existing building is 150 people or more. Units will have a kitchen area equipped with a refrigerator, a cooking appliance (microwave is acceptable), and storage space for utensils and supplies. SAMPLE (collectively the “Parties”) pursuant to the OSU Reserve Contract for Construction Related Services between the Parties (the “Reserve Contract”). 1 Design Occupant Load . A building or structure shall not be used or occupied, and a change in the existing character, use or occupancy classification of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy for such change in character, use or load criteria: vertical: 4 psf. Load (Largest of combined or actual loads 1004. occupancy load to be determined by employee counts as declared by operator, and may be reduced from those shown in ossc. 0 lighting plan exit path fe c p l nl travel distance (200' max) open office b 519 @ 100 6 oc - 2 ex exits required = 1 uno exits provided = 1 uno life safety plan legend Recommendation: In alterations and additions, an accessible route is required where circulation paths are altered or built (§202. Official web site of the City of Portland. 1 that says SI is not required if railing systems are not 'cantilevered posts' ALL WELDS VISUALLY INSPECTED PER AWSD1. 111. 1 Change of occupancy. O. ft. 1 Fixture calculations. Soil Bearing: Based on local conditions. Copies ofthe SCDR (version 2) andthe PMP completing its occupancy. The #1 website for NICET Practice Tests, NICET study guides, Fire Alarm Code Knowledge, and General Fire Alarm Topics. code summary. Groups B, F, M and S, and in places of religious worship, the main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 2. • Seismic zone. 2902. 1 CLAUSE 6 membrane. code summary. 19. P: 541-484-9043 TF: 800-358-8034 a. 140 -table 140-3) : design overlay zone 33. 3. Assembly occupancies with an occupant load of 50 people or more 2. 2 Increased Occupant Load 1004. Kiosks A minimum 2A10BC fire extinguisher is required within 75’ of the kiosk. users. 1 OBMC B. ) Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance Chapter 13 –nearly identical to Section 3412 of the 2014 OSSC. f) OSSC Occupancy Type. / 500 = 54 occupants s-1 \൏ccupancy load factor - 500 27000 s. Clear opening width of doorways with swinging doors shall be Sign In Or Create Your Profile. 2for exterior wall requirements for Group U occupancies. 2. Required elements are occupancy classification and room use, area of room, occupant load factor per 1000 SF or fixture, calculated occupant load, OCCUPANT LOAD FACTORa Reading rooms 50 net Stack area 100 gross Locker rooms 50 gross Mall buildings - Covered and open See Section 402. 4 Fixed seating 1004. Transitional housing accommodations. If you have ever witnessed a car fire you might think that parking garages present a fairly high risk of fire, but because the amount of combustibles per square foot is relatively low, the IBC classifies a parking garage as a Group S-2 – low-hazard storage occupancy. 2 inches per person. 1203. 2. Footnote b refers the user to Section 406. 109. sed to be installed per 2014 ossc oregon amendment section 1812. 2. 16. Due to the previous Educational occupancy type, the occupant load is similar to that of the expected Assembly occupancy type – both of which fall under the Risk Type III Seismic Category. The occupant load shall be determined using the ‘Table A Occupant Load Factor’ of Table 422. 3. 3) Foundation and lateral pressures exceeding 1,500 lb. 5-1): II WIND SPEED Vult: 120 MPH EXPOSURE 'B', Vasd = 93 MPH (OSSC EQUATION 16-33) SEISMIC DESIGN CATEGORY: 'D' GROUND SNOW LOAD: 25 PSF (ROOF SNOW LOAD: 25 PSF) ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF SOIL BEARING PRESSURE: 1500 PSF SOIL PASSIVE SOIL PRESSURE: 200 PSF LOCATION: KOZAR'S MEADOW LOT 6 PORTLAND, OREGON LATERAL ANALYSIS AND DESIGN FOR SINGLE FAMILY RESIDENCE occupancy room sq. • Wind speed. 10 lf fls room tag function (ossc table 1004. I. 1 Occupancy classification. 2. Administration and implementation of a National Flood Insurance Program (NFIP). Floor Plan • Outdoor ventilation air occupancy ventilation requirements based on use. ) c\൏nstruction type: ii-b table 602. 29 kN/m). We request that contractors schedule a Pre-submittal Meeting prior to submitting building permits. In 1999 there was a 3600 square foot (a) Terms of occupancy, including policy on the possession of firearms and ammunition. OSHA standard 1926. 8. ft. determined from the calculated occupant load. OSHA Guardrail Load Requirements. They do not apply if a door has push/pull hardware and no lock or latch. A minimum of two exits are required if the occupant load exceeds 49; three exits if the occupant load exceeds • Out Side Air (OSA) occupancy ventilation requirements based on use. lateral: ossc seismic zone - see structural ossc t1604. 21 hour & sprinklers ossc - separation requirements for group i-2: central/bulk laundries larger than 100 sq. load / sf- table 1004. Occupancy: Previous Occupancy: Construction Type: Building Area: Tenant Space Area: Occupant Load: Fire Sprinklers: Fire Alarms: Hood FSS Type: B2019 - 0323 Margarita Factory 17005 N. 71 4. 302. (OSSC Sec. It includes nationally accepted design provisions for building safe structures within inundation zones for the first time. The Crestron® HD-MD-4K-400 provides a cost-effective multimedia presentation solution for classrooms and meeting spaces. 2 or shall provide equivalent graspability. 1. The clear height above and below the floor of the mezzanine is also regulated at a minimum height of 7 feet (2,134 mm). GUIDELINE TO DETERMINE MINIMUM REQUIRED FIXTURES A. • Minimum number of plumbing fixtures required by OSSC Section 2902. Panic hardware (crash bars) may be required (OSSC Section 1008. Also, alterations or additions to areas containing a primary function (a major activity for which a facility is intended) require an accessible path of travel that extends to site arrival points to the extent that the additional cost does not exceed 20% (§202. 1-78 mph, Cat. Floor live loading is as specified in OSSC Table 1607. 2. (a) Appendix O Tsunami Loads: Building and structures required to be categorized in risk category IV (OSSC 2019, section 1604. footage occupancy load occupancy load factor x x 00x attic ventilation: per ossc. New Buildings 1. 10 a mezzanine’s fire load to the fire loading in the room in which the mezzanine is located cannot be overlooked. American Cold Storage Inc in Mount Hood Village, OR | Photos | Reviews | 16 building permits for $530,000. It is the goal of the city council to expend tourism promotion funds in a coordinated and efficient 111. (if applicable) h) Occupany load calculation. 1 & more! Occpa Load Occpas a Exit Maimum xi Capacity Ei Signs Icideal se rea 1 50 50 " FE Fire xingiser %$ Projec escription 3/8/4 The minimum clear width of an accessible route shall be 36 inches except at doors. A minimum 10’ clear exit space is required between the tenant spaces and any setup. 1. If you have questions about the City's Development Code, please contact the Planner on Duty at 503-618-2780 or POD@GreshamOregon. Design, layout, and install a system based on the occupancy type and occupant load provided by the architect. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces-sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. Seismic Loads: Guide to the Seismic Load Provisions of ASCE 7-05 Preface The purpose of this guide is to provide the reader with a set of examples related to the use of ASCE Standard 7, Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-05). " Professional firms calculate what proportion of a partner's or an employee's time can be classified as billable hours, and repair shops can look at utilization of both equipment and labor. 3. the project area is less than 10% of the overall building area. The width shall not be less than specified elsewhere in this code. 2 One Exit Max Occupant Load, Group A : 49 2 exits are required if common path of egress exceeds allowable above. 144 E. The building occupancy will be primarily industrial in nature. g) Mixed-use ratio (if applicable). 1. 1. Economizers are required for cooling equipment more than 54,000 total cooling capacity pursuant to 503. occupancy type: b (community clinic) construction type: type 5b, fully sprinklered project area for construction : 950 sq. sheet content sheet revisions date drawn 16359 job no. 1 (1)(2) ‘ occupant load of each room ‘ ventilation fans ‘ electrical panel locations ‘ plumbing fixtures and calcs ‘ stair and Chapter 3 – Occupancy and Use •302. Box 490 Albany OR 97321 Ph: 541-917-7550 Fax: 541-917-7598 www. 2. /width req. 230: ground floor window standards occupancy load factor occupant load # sf load: area: fact: occ: rm #: room name 100 r2 864 200 5 'f1' kitchen area unoccupied accessory area (not included in occupancy calculation) building common area and adjacent tenant spaces: not in construction existing 3-hr construction to remain existing 1-hr construction to remain panic hardware per ossc section 1008. Floor Plan • Correct occupancy (ies) • Required occupancy separations (Table 508. 10 Generator temperature control based on load . 2 inches (5. 2 ii-b table 602. 1 Two means of egress are required with total occupant load of 204. 3. exit signage per 2010 ossc, section 1011 requirements. e. The occupant load reflects the maximum number of people anticipated to occupy the building rooms or spaces at any given time and under all possible situations. The primary one is the room's theoretical capacity. . 3) 50 occupant load room name function 150 sf 50 occ. The project developed a four-tiered payment methodology based on the tiers used in Arkansas. 1. 1. wall live (wind) 110 mph exposure c, class 3 occupancy roof dead load 10 psf, minimum lumber design values #2 d fir unless noted concrete 2500 psi for design, 3500 psi for performance steel 36 ksi for structural, 60 ksi for reinforcement codes and standards asce and 7-10 2014 ossc / aisc 9 seismic values: s EP1074900A1 EP99115219A EP99115219A EP1074900A1 EP 1074900 A1 EP1074900 A1 EP 1074900A1 EP 99115219 A EP99115219 A EP 99115219A EP 99115219 A EP99115219 A EP Code (OSSC). SECTION VIII - OCCUPANCY VENTILATION REQUIREMENTS 1. 3. The current state building code governing commercial and engineered residential construction is the 2019 Oregon Structural Specialty Code (OSSC), which is based upon the 2018 International Building Code (IBC) as amended by the State of Oregon. The residential deck provisions will also be discussed in detail. 2) load factor square footage number of occupants path of travel/ common path. 1. 3044 with any building questions. Where required by the building official, such diagram shall be posted. for earthquake return period of 500 years is immediate occupancy. 3. 14th Ave. • Outdoor ventilation air occupancy ventilation requirements based on use. %use a-3 courtroom 1,091 8% b office 12,454 (2 flrs) 92% total area: 7,305 (1st floor) 100% construction type: type iiib number of stories: 2 •1990 Oregon Structural Specialty Code (OSSC) •1988 UBC – Significant shift •2004 OSSC •2003 IBC – new EQ models upgrade to 2,500 year return from 500 •2014 Oregon Structural Specialty Code (OSSC) •2012 IBC Seismic Building Codes in OR Design and analyze buildings for gravity loads due to dead, live, and snow and lateral loads due to wind and seismic. Type IV B structures can be built as tall as 12 stories/180 feet. 1. Occupancy. 1) primary occupancy groups (sec. • Minimum number of plumbing fixtures required by OSSC Section 2902. 1. 140. 1. The storage area is less than 10 percent of the floor area of the story, and less than 280 sqm. Sectio 109. 2. Live loads on decks and balconies increase the deck live load to one and one-half times the live load of the area served. The occupancy classification and use, travel distance, fire protection/detection features, and remoteness or separation of exits are examples of other factors typically considered when designing a building. 2. Be familiar with shear, uplift, and overturning wind loads for various building components. Total outside air required per Table 12-A OCCUPANCY • Occupancy classification is A-2, as specified in Chapter 3. 1. Point based system that allows an evaluation to identify how alterations improve existing building compliance. 2) Design The occupant load shall be determined as stipulated in Section 1004, OSSC. 2 Owner/occupant responsibility. Additional resources for wood building design and construction are outlined below. A home is more likely to withstand a seismic or high wind event and stay intact when all parts of the house – roof, walls, floors and foundation – are connected together securely. 140 -table 140-3) : design overlay zone 33. the contractor shall provide at least one portable fire extinguisher with a rating not less than 4a,60b c per 2500 sf of area for protection during construction. 1 14. ft. Plastic glazed storm windows; Swings and other playground equipment 109. 1004. 1 occupant load: council chambers 102 (a-3 occ) 1958 sf / 15 = 131 workroom 105 (b occ)163 sf/1002 office 106 (b occ)119 sf/1002 conference 110 (b occ)285sf/100 3 secure storage 111(s-1 occ)362 sf/3002 total 140 occupants table 1005. Snow Loads. As the 2019 legislative session draws to a close, HB 2001 is likely to reach the floors of the House and Senate in the next week , reports OPB . All loads must be re-verified during schematic design. 3. 1) c. occupant load business/offices 1:100 sf gross break rooms 1:15 sf net labs 1:100 sf gross exam rooms 1:100 sf consult rooms 1:100 sf storage rooms 1:300 sf mechanical room 1:300 sf plumbing fixtures plumbing fixture calculations were done based on chapter 29 of the o. OSSC 1809. For engineered masonry in non-essential facilities, verification of f’m is required, and at the discretion of the registered design professional and building official, verification of f’m can be The occupant load factor for business uses has been revised to one occupant per 150 square feet. 2. Issue a Certificate of Occupancy as provided in Section 109 of the OSSC. It shall be unlawful for a person, firm or corporation to erect, construct, alter, repair, remove, demolish or utilize a building, occupancy, premises or system regulated by this code, or cause same to be done, in conflict with or in violation of any of the provisions of this code. 3. 230: ground floor window standards A parcel of land may be used, developed by land division or otherwise, and a structure may be used or developed by construction, reconstruction alteration, occupancy or otherwise only as this Code permits. • Method of Energy Conservation calculation per OSSC Chapter 13. ) I- 100 mph, Cat. all construction shallcomply with the 2019 oregon structural speciality code (ossc) based on 2018 international building code, city of portland & local ordinances. per person for an occupancy is not listed in table 6-2, the occupant load shall be established by an architect or SECTION VIII - OCCUPANCY VENTILATION REQUIREMENTS 1. 1 Intervening spaces . Occupancy Separation is not required if any of below applies: 1. 1. Per Chapter 16 of the OSSC adult education buildings with an occupancy over 500 will trigger a mandatory seismic upgrade as this triggers a risk category change from II up to III (which is more restrictive). 2. 140. The occupant load shall be calculated based on occupant load factors in the table assigned to each space in the Oregon Structural Specialty Code (OSSC). ft. Chapter 5: Cannabis Facilities – OSSC 5/#1 - 4/27/17; Chapter 6: Non-Fire-Retardant-Treated Wood Framing Within Exterior Walls of R-2 Occupancy Buildings of Type III Construction - OSSC/6/#4 - 5/15/17 •The occupant load factor for concentrated business use shall be applied to telephone call centers, trading floors, electronic data processing centers and similar business use areas with a higher density of occupants than would normally be expected in a typical business occupancy environment. i) List work to be performed under this permit. • Whether or not project is in a high hazard landslide zone. In occupancies in Group I-3 of Occupancy Condition 2, 3 or 4 (see Section 308. Maintenance functions: The amount of equipment maintenance expected from the in-building personnel. Figure 505-1 depicts the proper use of these provisions. Floor Plan (list OSSC section) Type/Class/Areas of coverage: Fire alarm system: Smoke detection system: Sprinkler system: Standpipe system: SECTION VI – OCCUPANCY VENTILATION REQUIREMENTS PER OSSC CHAPTER 12 Room: Ventilation occupant load Required cfm of outside air per person or sq. The 1993 OSSC underwent a major update that significantly increased seismic design loads compared to previous editions of the OSSC and adopted other significant structural detailing requirements. Recent work: Fire system replacement fire alarm panel replacement and 1 for 1 replacement of initiating devices to convert to addressable system. Code (UBC) and Oregon Structural Specialty Code (OSSC) amendments. j) List Design professional, Architects, Structural Engineers, Owner, Developer, and any other Design Members. ossc occupant load