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Ryan Schultz 9 months ago
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      Code/Code Information.csv

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Column_1,Column_2,Column_3,Column_4,Column_5
Applicable Codes:,"General:
• Building/Dwelling Code IBC 2015
• (WI Commercial Building Code SPS 362)
Existing:
• International Existing Building Code 2015
• (WI Commercial Building Code SPS 366)
Energy Conservation:
• International Energy Conservation Code 2015
• (WI Commercial Building Code v363)
Plumbing:
• WI Commercial Building Code SPS 381-387
Mechanical:
• Mechanical Code IMC 2015
• (WI Commercial Building Code SPS 364)
Electrical:
• Electrical Code NEC 2017
• (WI Commercial Building Code SPS 316
Fire:
• Fire/Life Safety Code 2009 NFPA-1
• (WI Commercial Building Code SPS 314 & 330)
Accessibility:
• ANSI Standard A117.1-2009- for Accessibility
• (WI Commercial Building Code SPS 362)
Fuel:
<<<<<<< Updated upstream
• International Fuel Gas Code 2015
• (WI Commercial Building Code Chapter 365)",,,
Sprinklers (Section 903 Automatic Sprinkler Systems):,"Yes, NFPA 13 Sprinkler throughout project (R-2)",,https://up.codes/viewer/wyoming/ibc-2015/chapter/9/fire-protection-systems#903.2.8,
Chapter 5 Classification of Work:,New,,https://up.codes/viewer/wyoming/iebc-2015/chapter/5/classification-of-work#5,
Chapter 3 Use and Occupancy Classification:,"1st-3rd Floors: 310.4 Residential Group R-2
Basement Parking: Moderate-Hazard Storage, Group S-1
1st Floor Common Area: A-2",,https://up.codes/viewer/wyoming/ibc-2015/chapter/3/use-and-occupancy-classification#3,"- Assembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5.
=======
• International Fuel Gas Code 2009
• (WI Commercial Building Code Chapter 365)",,,
Sprinklers (Section 903 Automatic Sprinkler Systems):,Yes (R-2),,https://up.codes/viewer/wyoming/ibc-2015/chapter/9/fire-protection-systems#903.2.8,
Basement:,Yes,,,
Chapter 5 Classification of Work:,New,,https://up.codes/viewer/wyoming/iebc-2015/chapter/5/classification-of-work#5,
Chapter 3 Use and Occupancy Classification:,"1st-3rd Floors: 310.4 Residential Group R-2
Basement Parking: Moderate-Hazard Storage, Group S-1",,https://up.codes/viewer/wyoming/ibc-2015/chapter/3/use-and-occupancy-classification#3,"- Assembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5.
>>>>>>> Stashed changes
- Business (see Section 304): Group B.
- Educational (see Section 305): Group E.
- Factory and Industrial (see Section 306): Groups F-1 and F-2.
- High Hazard (see Section 307): Groups H-1, H-2, H-3, H-4 and H-5.
- Institutional (see Section 308): Groups I-1, I-2, I-3 and I-4.
- Mercantile (see Section 309): Group M.
- Residential (see Section 310): Groups R-1, R-2, R-3 and R-4.
- Storage (see Section 311): Groups S-1 and S-2.
- Utility and Miscellaneous (see Section 312): Group U."
<<<<<<< Updated upstream
Chapter 4 Special Detailed Requirements Based on Use and Occupancy:,"Section 420 Groups R-2
• fire partitions in accordance with Section 708
• horizontal assemblies in accordance with Section 711.",,,
=======
Chapter 4 Special Detailed Requirements Based on Use and Occupancy:,Section 420 Groups R-2,,,
>>>>>>> Stashed changes
Section 602 Construction Classification:,Type-VB,,https://up.codes/viewer/wyoming/ibc-2015/chapter/6/types-of-construction#602,
"Table 504.4a, Allowable Number Of Stories Above Grade Plane","R-2 (sprinklered):
• Actual: 3
• Allowed: 3
S-1(sprinklered):
• Actual: 1
<<<<<<< Updated upstream
• Allowed: 2
",,https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#504.3,
=======
• Allowed: 2",,https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#504.3,
>>>>>>> Stashed changes
"506.2 Allowable Area Determination
column_1,column_2,column_3,column_4,column_5
APPLICABLE CODES:,"GENERAL:
• BUILDING/DWELLING CODE IBC 2015 & AHJ AMENDMENTS
EXISTING:
• INTERNATIONAL EXISTING BUILDING CODE 2015 & AHJ AMENDMENTS
ENERGY CONSERVATION:
• INTERNATIONAL ENERGY CONSERVATION CODE 2015 & AHJ AMENDMENTS
PLUMBING:
MECHANICAL:
• MECHANICAL CODE IMC 2015 & AHJ AMENDMENTS
ELECTRICAL:
• ELECTRICAL CODE NEC 2017 & AHJ AMENDMENTS
FIRE:
• FIRE/LIFE SAFETY CODE 2009 NFPA-1 & AHJ AMENDMENTS
ACCESSIBILITY:
• ANSI STANDARD A117.1-2009- FOR ACCESSIBILITY
FUEL:
• INTERNATIONAL FUEL GAS CODE 2015 & AHJ AMENDMENTS",,,
CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION:,310.4 RESIDENTIAL GROUP R-2,,https://up.codes/viewer/texas/ibc-2015/chapter/3/use-and-occupancy-classification#3,
"SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4","SECTION 420 GROUPS R-2
• FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708
• HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711.",,https://up.codes/viewer/texas/ibc-2015/chapter/4/special-detailed-requirements-based-on-use-and-occupancy#420,
CHAPTER 5 CLASSIFICATION OF WORK:,NEW,,https://up.codes/viewer/texas/iebc-2015/chapter/5/classification-of-work#5,
504.3 HEIGHT IN FEET,"R-2 – TYPE V (SPRINKLERED):
• ACTUAL: 35FT
• ALLOWED: 60FT
",,https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#504.3,
504.4 NUMBER OF STORIES,"R-2 – TYPE V (SPRINKLERED):
• ACTUAL: 3
• ALLOWED: 3
",,https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#504.4,
"506.2 ALLOWABLE AREA DETERMINATION
&
506.3 Frontage Increase:","Facing North:
• 174ft (60ft to R.O.W)
Facing East:
• 145 (60ft to R.O.W)
Facing South:
• 73ft (6ft to P.L.)
• 33ft (117ft to P.L)
• 73ft (6ft to P.L.)
Facing West:
• 145Ft (13ft to P.L.)
For R-2
• Allowable area per floor: 23,082sf (w/ Frontage Increase)
• Actual
• 1st Floor:20,889sf
• 2nd Floor:22,879sf
• 3rd Floor: 22,957sf
• Total allowable area:69,246sf
• Actual: 66,725sf
For S-1
• Type 1B (144,000 w/o Frontage Increase)
<<<<<<< Updated upstream
• Actual: 29,041sf
",,"https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#506.2
https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#506.3",
508.3 Nonseparated Occupancies:,,N/A,https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#508.3,
508.4 Separated Occupancies,Yes,N/A,https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#508.4,
=======
• Actual: 29,041sf",,"https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#506.2
https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#506.3",
508.3 Nonseparated Occupancies:,Yes,N/A,https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#508.3,
508.4 Separated Occupancies,,N/A,https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#508.4,
>>>>>>> Stashed changes
510.4 Parking Beneath Group R,2hr Floor separation between R-2 and S-1,"Where a maximum one story above grade plane Group S-2 parking garage, enclosed or open, or combination thereof, of Type I construction or open of Type IV construction, with grade entrance, is provided under a building of Group R, the number of stories to be used in determining the minimum type of construction shall be measured from the floor above such a parking area. The floor assembly between the parking garage and the Group R above shall comply with the type of construction required for the parking garage and shall also provide a fire resistance rating not less than the mixed occupancy separation required in Section 508.4.",https://up.codes/viewer/wyoming/ibc-2015/chapter/5/general-building-heights-and-areas#510.4,
Table 602 Fire-resistance Rating Requirements For Exterior Walls Based On Fire Separation Distance:,"For Type VB
Structural Frame: 0 hr
Bearing Walls- exterior: 0 hr
Bearing Walls-interior: 0 hr
Non-bearing walls-exterior -
Fire Separation Distance
• X < 5c = 0 hr
• 5 = X< 10 = 0 hr
• 10 = X< 30 = 0 hr
• X = 30 = 0 hr
Non-bearing walls-interior: 0 hr
Floor Construction: 0 hr
Roof Construction: 0 hr
For Type 1B
Structural Frame: 2 hr
Bearing Walls- exterior: 2 hr
Bearing Walls-interior: 2 hr
Non-bearing walls-exterior -
Fire Separation Distance
• X < 5c = 1 hr
• 5 = X< 10 = 1 hr
• 10 = X< 30 = 1 hr
• X = 30 = 0 hr
Non-bearing walls-interior: 0 hr
Floor Construction: 2 hr
<<<<<<< Updated upstream
Roof Construction: 1.5 hr
",,https://up.codes/viewer/wyoming/ibc-2015/chapter/6/types-of-construction#602,
=======
Roof Construction: 1.5 hr",,https://up.codes/viewer/wyoming/ibc-2015/chapter/6/types-of-construction#602,
>>>>>>> Stashed changes
708.3 Fire-Resistance Rating,"Corridors: 1/2hr rated
Between Dwelling Units: 1/2hr rated","Exceptions:
1. Corridor walls permitted to have a 1/2-hour fire-resistance rating by Table 1020.1.
2. Dwelling unit and sleeping unit separations in buildings of Type IIB, IIIB and VB construction shall have fire-resistance ratings of not less than 1/2 hour in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.",https://up.codes/viewer/wyoming/ibc-2015/chapter/7/fire-and-smoke-protection-features#708.3,
711.2.4.3 Dwelling Units and Sleeping Units,Between Dwelling Units: 1/2hr rated,"Exception: Horizontal assemblies separating dwelling units and sleeping units shall be not less than 1/2-hour fire-resistance-rated construction in a building of Type IIB, IIIB and VB construction, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.",https://up.codes/viewer/wyoming/ibc-2015/chapter/7/fire-and-smoke-protection-features#711.2.4.3,
Section 1020 Corridors,Corridors: 1/2hr rated,½ rated with automatic sprinkler system,https://up.codes/viewer/wyoming/ibc-2015/chapter/10/means-of-egress#1020,
1006.2.1 Egress Based on Occupant Load and Common Path of Egress Travel Distance:,"For R-2
Maximum Common Path with Sprinkler System: 125ft
Maximum Occupant Load Of Space With One Exit: 49
For S-1
Maximum Common Path with Sprinkler System: 100ft
<<<<<<< Updated upstream
Maximum Occupant Load Of Space With One Exit: 29
",,https://up.codes/viewer/wyoming/ibc-2015/chapter/10/means-of-egress#1006.2.1,
Section 1017 Exit Access Travel Distance:,"For R-2: 250 (w/sprinkler)
For S-1: 250 (w/sprinkler)
",,https://up.codes/viewer/wyoming/ibc-2015/chapter/10/means-of-egress#1017,
=======
Maximum Occupant Load Of Space With One Exit: 29",,https://up.codes/viewer/wyoming/ibc-2015/chapter/10/means-of-egress#1006.2.1,
Section 1017 Exit Access Travel Distance:,"For R-2: 250 (w/sprinkler)
For S-1: 250 (w/sprinkler)",,https://up.codes/viewer/wyoming/ibc-2015/chapter/10/means-of-egress#1017,
>>>>>>> Stashed changes
1020.4 Dead Ends:,50ft,,https://up.codes/viewer/wyoming/iebc-2015/chapter/8/alterations-level-2#805.6,https://up.codes/viewer/wyoming/ibc-2015/chapter/10/means-of-egress#1020.4
Table 906.3(1) Fire Extinguishers For Class A Fire Hazards ,"Type 2-A:
• (everywhere except kitchen)
• Maximum Floor Area Per Unit of A: 3,000sf
• Maximum floor area for extinguisher: 11,250sf
• Maximum Distance to Extinguisher: 75ft
• Hazard Classification: Ordinary (Low)
",,https://up.codes/viewer/wyoming/ifc-2015/chapter/9/fire-protection-systems#906.3.1,
2902.1 Minimum Number of Fixtures,"Classification & Occupancy:
506.3 FRONTAGE INCREASE:"," • TABULAR PER FLOOR AREA LIMIT PER CHAPTER 5 = 7000 SQ.FT.
• ALLOW HEIGHT = 60 FT; ALLOW STORIES = 3
• GROUP R AND NFPA 13R? YES
• NFPA 13 SPRINKLERS? NO
• COMPUTE AREA INCREASE DUE TO FRONTAGE: FRONTAGE COEFFICIENT, IF 0.499
• PERIMETER, P 364 FT
• 'FRONTAGE' PERIMETER, F 316 FT
• WEIGHTED AVERAGE DISTANCE FROM 'F' = 24.24 FT
• COMPUTE ALLOWABLE PER STORY AREA, AA = AT +(NS X IF) = 10496.23 SQ.FT.
• MAXIMUM ALLOWABLE AREA = AA X 3 = 31488.68 SQ.FT.
• MAXIMUM NUMBER OF STORIES FOR GROUP R WITH NFPA 13R SPRINKLERS, PER SEC. 903.3.1.2.THIS CRITERIA IS MET, SO STORY LIMIT = 4
• THE REVISED ALLOWABLE HEIGHT IS 60 FT.
","ACTUAL
• (ALL FLOORS): 16,826SF
• FLOORS: 3",https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#506.2,
508.3 NONSEPARATED OCCUPANCIES:,,N/A,https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#508.3,
508.4 SEPARATED OCCUPANCIES,YES,N/A,https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#508.4,
SECTION 602 CONSTRUCTION CLASSIFICATION:,TYPE-VB,,https://up.codes/viewer/texas/ibc-2015/chapter/6/types-of-construction#602,
"TABLE 601
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)","FOR TYPE VB
STRUCTURAL FRAME: 0 HR
BEARING WALLS- EXTERIOR: 0 HR
BEARING WALLS-INTERIOR: 0 HR
NON-BEARING WALLS-EXTERIOR – (SEE TABLE 602)
NON-BEARING WALLS-INTERIOR: 0 HR
FLOOR CONSTRUCTION: 0 HR
ROOF CONSTRUCTION: 0 HR
",,https://up.codes/viewer/texas/ibc-2015/chapter/6/types-of-construction#601,
"TABLE 602
FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE"," FIRE SEPARATION DISTANCE
• X < 5C = 1 HR
• 5 ≤ X ≤ 10 = 1 HR
• 10 ≤ X ≤ 30 = 0 HR
• X ≥ 30 = 0 HR",,,
708.3 FIRE-RESISTANCE RATING,CORRIDORS: 1/2HR RATED,,https://up.codes/viewer/texas/ibc-2015/chapter/7/fire-and-smoke-protection-features#708.3,
711.2.4.3 DWELLING UNITS AND SLEEPING UNITS,BETWEEN DWELLING UNITS: 1HR RATED,,https://up.codes/viewer/texas/ibc-2015/chapter/7/fire-and-smoke-protection-features#711.2.4.3,
SECTION 1020 CORRIDORS,CORRIDORS: 1/2HR RATED,SEE SECTION 1021 EGRESS BALCONIES FOR CORRIDOR RATING AT EXTERIOR WALL,https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1020,
SECTION 1004 OCCUPANT LOAD,"TABLE 1004.1.2
MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
RESIDENTIAL: 200 GROSS",,https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1004.1.2,
1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE:,"FOR R-2
MAXIMUM COMMON PATH WITH SPRINKLER SYSTEM: 125FT
MAXIMUM OCCUPANT LOAD OF SPACE WITH ONE EXIT: 49
",,https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1006.2.1,
SECTION 1017 EXIT ACCESS TRAVEL DISTANCE:,"FOR R-2: 250 (W/SPRINKLER)
",,https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1017,
1020.4 DEAD ENDS:,50FT (WITH SPRINKLERS),,https://up.codes/viewer/texas/iebc-2015/chapter/8/alterations-level-2#805.6,HTTPS://UP.CODES/VIEWER/TEXAS/IBC-2015/CHAPTER/10/MEANS-OF-EGRESS#1020.4
SECTION 1021 EGRESS BALCONIES,"EXTERIOR EGRESS BALCONIES SHALL BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY WALLS AND OPENING PROTECTIVES AS REQUIRED FOR CORRIDORS.
SECTION 1020 CORRIDORS 1020.1 CONSTRUCTION
CORRIDORS SHALL BE FIRE-RESISTANCE-RATED IN ACCORDANCE WITH TABLE 1020.1. THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE-RATED SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS.
EXCEPTIONS:
CORRIDORS ADJACENT TO THE EXTERIOR WALLS OF BUILDINGS SHALL BE PERMITTED TO HAVE UNPROTECTED OPENINGS ON UNRATED EXTERIOR WALLS WHERE UNRATED WALLS ARE PERMITTED BY TABLE 602 AND UNPROTECTED OPENINGS ARE PERMITTED BY TABLE 705.8.",,https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1021.2,
SPRINKLERS (SECTION 903 AUTOMATIC SPRINKLER SYSTEMS):,"YES, NFPA13R SPRINKLER THROUGHOUT PROJECT (R-2)",,https://up.codes/viewer/texas/ibc-2015/chapter/9/fire-protection-systems#903.2.8,
2902.1 MINIMUM NUMBER OF FIXTURES,"CLASSIFICATION & OCCUPANCY:
---
R-2
• Water Closets: 1 per dwelling
• (Required/Provided) 71/88
• Lavatories: 1 per dwelling
• (Required/Provided) 71/88
---
A-2 (44 occupants)
• Water Closets: 1 per 75
• Women: .29
• Men: .29
• Lavatories: 1 per 75
• Women: .29
• Men: .29
---
S-1 (128 occupants)
• • Water Closets: 1 per 100
• Women: .64
• Men: .64
Lavatories: 1 per 100
<<<<<<< Updated upstream
• Women: .64
• Men: .64
---
A-2 & S-1 Combined
• Water Closets: 1 per 100
• Women: 1
• Men: 1
• Lavatories: 1 per 100
• Women: 1
• Men: 1
=======
• Women (Required/Provided) 1/1
• Men (Required/Provided): 1/1
>>>>>>> Stashed changes
",,https://up.codes/viewer/wyoming/ibc-2015/chapter/29/plumbing-systems#2902.1,
,,,,
,,,,
,,,,
,,"Type K:
• 2.5-gallon or (2)1.5-gallon
• Maximum Distance to Extinguisher:Within 30ft of cooking equipment
• Hazard Classification:Ordinary (Moderate)",,
,,,,
,,,,
,,"Bathtubs/Showers: N/A
Drinking Fountains:
• (Required/Provided): 1/1
Other: N/A",,
• WATER CLOSETS: 1 PER DWELLING
• LAVATORIES: 1 PER DWELLING
• BATHTUBS/ SHOWERS: 1 PER DWELLING",,https://up.codes/viewer/texas/ibc-2015/chapter/29/plumbing-systems#2902.1,

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