master
Ryan Schultz 7 months ago
parent 5d7d12f445
commit 452197d7a4
  1. 41
      BIM/Notes/GENERAL NOTES.MD
  2. BIN
      BIM/OD_Revit_Template - 2020.rte
  3. BIN
      Code/ADA/Commentary/2009 to 2017 A117.1 - Changes/2021-PENNBOC-2017-A117-Significant-Changes-Handout.pdf
  4. 0
      Code/ADA/Commentary/2009 to 2017 A117.1 - Changes/ANSI-A117.1-2017-Update-Part-1.pdf
  5. BIN
      Code/ADA/Commentary/2009 to 2017 A117.1 - Changes/Commentary - 2017 ICC A117.1 Update – Significant Changes.pdf
  6. BIN
      Code/ADA/Commentary/2009 to 2017 A117.1 - Changes/Overview of 2021 I Codes & 2017 ICC A117.1 Accessibility Updates.pdf
  7. 6
      Code/ADA/ansi.a117.1.2017.url
  8. 71
      Code/Code Information.csv
  9. BIN
      Code/Code Information.ods

@ -0,0 +1,41 @@
THE ARCHITECTURE AND STRUCTURAL DRAWINGS IN THIS SET ARE OPEN SOURCE (ATTRIBUTION-SHAREALIKE 4.0 INTERNATIONAL–CC BY-SA 4.0)–FREELY AVAILABLE TO ANY PARTY FOR FUTURE USE, ASSUMING THE TERMS SUCH AS ATTRIBUTION AND SHAREALIKE ARE HONORED
GENERAL CONTRACTOR RESPONSIBLE FOR ALL FEES ASSOCIATED WITH PERMITS, APPLICATIONS, TAXES, AND CERTIFICATES OF INSPECTIONS.
ANY CONSTRUCTION THAT DEVIATES FROM THE DRAWING IS UNAUTHORIZED, IF NOT AUTHORIZED BY THE ARCHITECT. IN SUCH AN EVENT, CONTRACTOR IS RESPONSIBLE FOR ANY REWORK THAT MIGHT BE REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR ALL THE RULES/REGULATIONS OF THE AUTHORITY HAVING JURISDICTION. INCLUDED, BUT NOT LIMITED TO ALL CITY, TOWNSHIP, COUNTY, STATE, AND FEDERAL CODES, STATUTES, AND ORDINANCES.
CONTRACTORS SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO DETERMINE HOW NEW CONSTRUCTION IS COMPATIBLE WITH EXISTING CONDITIONS.
CONTRACTOR TO NOTIFY ARCHITECT IF THERE ARE ANY OMISSIONS, CONFLICTS, OR DISCREPANCIES IN THE DRAWINGS BEFORE ANY CONSTRUCTION TAKES PLACE. A FAILURE TO SO WILL RESULT IN THE CONTRACTOR RESPONSIBLE FOR ANY REWORK.
CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND TAKEOFFS BEFORE BIDDING AND/OR ORDERING MATERIALS. CONTRACTOR WILL NOTIFY ARCHITECT IF THERE ANY DRAWING CONFLICTS AND AWAIT DIRECTION BEFORE COMMENCING.
DO NOT SCALE THE DRAWINGS.
ALL THROUGH AND MEMBRANE PENETRATIONS AT ALL FIRE/SMOKE RATED PARTITIONS/CEILINGS/FLOORS TO BE SEALED WITH A CODE COMPLIANT, U.L. APPROVED FIRE STOP.
GENERAL CONTRACTOR TO COORDINATE THE SIZE/LOCATION OF ANY ACCESS PANELS AND/OR CLEAN OUTS WITH THE M/E/P CONTRACTOR AND ARCHITECT.
ALL CONTRACTORS AND VENDORS TO FAMILIARIZE THEMSELVES WITH THE ENTIRE DRAWING SET, AS REQUIRED INFORMATION MAY BE ON MULTIPLE SHEETS AND ALTERNATE DISCIPLINES.
ANY FURNITURE SHOWN IS FOR REFERENCE AND IS NOT IN THE CONTRACTOR.
CONTRACTORS SHALL BE RESPONSIBLE FOR REPAIRING ANY PROPERTY DAMAGE THAT MAY HAVE RESULTED FROM THEIR WORK.
OWNER RESPONSIBLE FOR ANY WORK NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS.
ANY CHANGE THAT RESULTS IN ADDITIONAL COST/TIME MUST TO APPROVED BY THE OWNER/ARCHITECT PRIOR TO CONSTRUCTION.
DETAILS ARE TO BE INTERPRETED AS TYPICAL. THAT IS, UNLESS SPECIFICALLY CALLED OUT OTHERWISE, THE DETAIL IS TO BE APPLIED TO SIMILAR CONDITIONS THROUGHOUT THE PROJECT.
ALL EXTERIOR FLATWORK AROUND THE BUILDING TO SLOPE A MINIMUM OF 2% AWAY FROM THE BUILDING.
ANY PENETRATIONS IN THE EXTERIOR ENVELOPE TO BE SEALED TO PREVENT ANY AIR/WATER LEAKAGE PER IBC CODE REQUIREMENTS.
ALL FINISH AND COLOR SELECTIONS TO BE VERIFIED WITH ARCHITECT
UNLESS OTHERWISE NOTED, SLOPE FLOOR 2% TOWARD ANY DRAINS INDICATED ON THE DRAWINGS.
CONTRACTOR SHALL KEEP THE CONSTRUCTION CLEAN–REMOVING ANY ACCUMULATION OF DEBRIS AND/OR UNUSED EQUIPMENT.
CONTRACTOR TO BE RESPONSIBLE FOR THE COLLECTION, TRANSPORT AND DISPOSAL OF ALL CONSTRUCTION WASTE.
CONTRACTORS RESPONSIBLE FOR ANY TEMPORARY SHORING THAT MIGHT BE NECESSARY DURING CONSTRUCTION. ALL SHORING TO BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER RETAINED BY THE CONTRACTOR.
GENERAL CONTRACTOR TO VERIFY WITH THE M/E/P CONTRACTORS ALL PIPE/DUCT LOCATION PRIOR TO FRAMING.
MANUFACTURED MATERIAL/EQUIPMENT TO BE INSTALLED PER MANUFACTURER’S REQUIREMENTS.
CONTRACTOR TO PROTECT ANY EXPOSED CONCRETE THAT IS MEANT TO BE A FINISHED SURFACE.
GENERAL CONTRACTOR TO PROVIDE ARCHITECT AT LEAST (2) WEEKS WHEN REVIEWING ANY SHOP DRAWINGS AND/OR SUBSTITUTION REQUESTS.
REVIEW OF SHOP DRAWINGS DOES NOT CONSTITUTE THE APPROVAL OF SAFETY REQUIREMENTS AND/OR CONSTRUCTION MEAN AND METHODS.
THE PRESENCE OF THE ARCHITECT ON SITE DOES NOT CONSTITUTE APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL THE ARCHITECT’S ATTENTION TO ANYTHING SPECIFICALLY NEEDS THE ARCHITECT’S APPROVAL.
ONLY ARCHITECTURAL AND STRUCTURAL DRAWINGS HAVE BEEN COORDINATED WITH THE ARCHITECT. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY WORK OUTSIDE THESE SCOPES (M/E/P, FOR EXAMPLE) THAT INTERFERES WITH THIS ARCH/STRUCT DRAWING SET.
GENERAL CONTRACTOR TO EDUCATE THE OWNER ON THE OPERATION AND MAINTENANCE OF ALL INSTALLED PRODUCT AND/OR EQUIPMENT.
PRIOR TO SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN SITE AND DELIVER ALL REQUIRED GUARANTEES, LIEN WAITERS AND MAINTENANCE MANUALS
ARCHITECT NOT RESPONSIBLE FOR THE EXPLORATION, PRESENCE, HANDLING, AND/OR ADVERSE EXPOSURE OF ANY HAZARDOUS MATERIALS, IN ANY FROM. INCLUDING, BUT NOT LIMITED TO ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.
ALL EXTERIOR STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED. ALL NOTCHING, DRILLING, WELDING AND BENDING DONE PRIOR TO DIPPING.
ANY PRODUCT OR MATERIALS THAT ARE NOT CALLED OUT IN THE DRAWINGS, BUT REQUIRED FOR PROPER INSTALLATION AND PERFORMANCE OF THE WORK, SHALL BE PROVIDED BY THE CONTRACTOR.
THE CONTRACTOR TO PROVIDE ALL THE NECESSARY BLOCKING AND/OR STRUCTURAL SUPPORT REQUIRE TO PROPERLY INSTALL MOUNTED ASSEMBLIES, INCLUDED BY NOT LIMITED TO GRAB BARS, PLUMBING FIXTURES, MILLWORK AND CASEWORK.
MAINTAIN INGRESS AND EGRESS TO THE PROJECT SITE.
<!--stackedit_data:
eyJoaXN0b3J5IjpbMTMzMTQxMzA2NSwtNDMxNzM3MDY3LC05ND
g2MjY5ODksMTU5NTAzODkxNCwtMTU4Mjg0NDY3Nl19
-->

Binary file not shown.

@ -1,2 +1,6 @@
[InternetShortcut]
URL=https://codes.iccsafe.org/content/icca117-12017
URL=https://up.codes/viewer/wyoming/icc-a117.1-2017
IDList=
HotKey=0
[{000214A0-0000-0000-C000-000000000046}]
Prop3=19,11

@ -1,8 +1,7 @@
Column_1,Column_2,Column_3,Column_4,Column_5
Column_1,Column_2
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:
@ -15,42 +14,41 @@ FIRE:
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,
• INTERNATIONAL FUEL GAS CODE 2015 & AHJ AMENDMENTS"
CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION:,310.4 RESIDENTIAL GROUP R-2
"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):
• HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711."
CHAPTER 5 CLASSIFICATION OF WORK:,NEW
504.3 HEIGHT IN FEET,"R-2 – TYPE VB (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):
"
504.4 NUMBER OF STORIES,"R-2 – TYPE VB (SPRINKLERED):
• ACTUAL: 3
• ALLOWED: 4
",,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:"," • 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
• NFPA 13 SPRINKLERS
• COMPUTE AREA INCREASE DUE TO FRONTAGE: FRONTAGE COEFFICIENT, IF 0.589
• PERIMETER, P 354 FT
• 'FRONTAGE' PERIMETER, F 306 FT
• WEIGHTED AVERAGE DISTANCE FROM 'F' = 228.75 FT
• COMPUTE ALLOWABLE PER STORY AREA, AA = AT +(NS X IF) = 25120.94 SQ.FT.
• MAXIMUM ALLOWABLE AREA = AA X 3 = 75362.83 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 = 3
• 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,N/A,,https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#508.4,
• FLOORS: 3"
508.3 NONSEPARATED OCCUPANCIES:,N/A
508.4 SEPARATED OCCUPANCIES,N/A
"TABLE 601
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)","FOR TYPE VB
STRUCTURAL FRAME: 0 HR
@ -60,7 +58,7 @@ FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)","FOR TYPE VB
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","TYPE-VB
@ -68,26 +66,31 @@ 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,
SPRINKLERS (SECTION 903 AUTOMATIC SPRINKLER SYSTEMS):,NFPA13R SPRINKLER THROUGHOUT PROJECT (R-2),,https://up.codes/viewer/texas/ibc-2015/chapter/9/fire-protection-systems#903.2.8,
• X ≥ 30 = 0 HR"
708.3 FIRE-RESISTANCE RATING,"CORRIDORS: 1/2HR RATED
DWELLING UNIT AND SLEEPING UNIT SEPARATIONS: 1/2HR RATED"
711.2.4.3 DWELLING UNITS AND SLEEPING UNITS,BETWEEN DWELLING UNITS: 1/2HR RATED
803.11 INTERIOR FINISH REQUIREMENTS BASED ON GROUP,"FOR SPRINKLERED R-2:
INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS: CLASS C
CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: CLASS C
ROOMS AND ENCLOSED: CLASS C"
SPRINKLERS (SECTION 903 AUTOMATIC SPRINKLER SYSTEMS):,NFPA13 SPRINKLER THROUGHOUT PROJECT (R-2)
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,
SEE SECTION 1021 EGRESS BALCONIES FOR CORRIDOR RATING AT EXTERIOR WALL"
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,
RESIDENTIAL: 200 GROSS"
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
"
1020.4 DEAD ENDS:,50FT (WITH NFPA13 SPRINKLERS)
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
@ -95,7 +98,7 @@ 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,
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."
2902.1 MINIMUM NUMBER OF FIXTURES,"CLASSIFICATION & OCCUPANCY:
---
@ -103,4 +106,4 @@ CORRIDORS ADJACENT TO THE EXTERIOR WALLS OF BUILDINGS SHALL BE PERMITTED TO HAVE
R-2
• 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,
• BATHTUBS/ SHOWERS: 1 PER DWELLING"

1 Column_1 Column_2 Column_3 Column_4 Column_5
2 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 GENERAL: • BUILDING/DWELLING CODE IBC 2015 & AHJ AMENDMENTS EXISTING: 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
3 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
4 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
5 504.3 HEIGHT IN FEET CHAPTER 5 CLASSIFICATION OF WORK: R-2 – TYPE V (SPRINKLERED): • ACTUAL: 35FT • ALLOWED: 60FT NEW https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#504.3
6 504.4 NUMBER OF STORIES 504.3 HEIGHT IN FEET R-2 – TYPE V (SPRINKLERED): • ACTUAL: 3 • ALLOWED: 4 R-2 – TYPE VB (SPRINKLERED): • ACTUAL: 35FT • ALLOWED: 60FT https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#504.4
7 506.2 ALLOWABLE AREA DETERMINATION & 506.3 FRONTAGE INCREASE: 504.4 NUMBER OF STORIES • 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 R-2 – TYPE VB (SPRINKLERED): • ACTUAL: 3 • ALLOWED: 4 https://up.codes/viewer/texas/ibc-2015/chapter/5/general-building-heights-and-areas#506.2
14 SPRINKLERS (SECTION 903 AUTOMATIC SPRINKLER SYSTEMS): 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS NFPA13R SPRINKLER THROUGHOUT PROJECT (R-2) BETWEEN DWELLING UNITS: 1/2HR RATED https://up.codes/viewer/texas/ibc-2015/chapter/9/fire-protection-systems#903.2.8
15 SECTION 1020 CORRIDORS 803.11 INTERIOR FINISH REQUIREMENTS BASED ON GROUP CORRIDORS: 1/2HR RATED SEE SECTION 1021 EGRESS BALCONIES FOR CORRIDOR RATING AT EXTERIOR WALL FOR SPRINKLERED R-2: INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS: CLASS C CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: CLASS C ROOMS AND ENCLOSED: CLASS C https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1020
16 SECTION 1004 OCCUPANT LOAD SPRINKLERS (SECTION 903 AUTOMATIC SPRINKLER SYSTEMS): TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT RESIDENTIAL: 200 GROSS NFPA13 SPRINKLER THROUGHOUT PROJECT (R-2) https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1004.1.2
17 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE: SECTION 1020 CORRIDORS FOR R-2 MAXIMUM COMMON PATH WITH SPRINKLER SYSTEM: 125FT MAXIMUM OCCUPANT LOAD OF SPACE WITH ONE EXIT: 49 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#1006.2.1
18 SECTION 1017 EXIT ACCESS TRAVEL DISTANCE: SECTION 1004 OCCUPANT LOAD FOR R-2: 250 (W/SPRINKLER) 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#1017
19 1020.4 DEAD ENDS: 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE: 50FT (WITH SPRINKLERS) FOR R-2 MAXIMUM COMMON PATH WITH SPRINKLER SYSTEM: 125FT MAXIMUM OCCUPANT LOAD OF SPACE WITH ONE EXIT: 49 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
20 SECTION 1021 EGRESS BALCONIES SECTION 1017 EXIT ACCESS TRAVEL DISTANCE: 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. FOR R-2: 250 (W/SPRINKLER) https://up.codes/viewer/texas/ibc-2015/chapter/10/means-of-egress#1021.2
21 2902.1 MINIMUM NUMBER OF FIXTURES 1020.4 DEAD ENDS: CLASSIFICATION & OCCUPANCY: --- R-2 • WATER CLOSETS: 1 PER DWELLING • LAVATORIES: 1 PER DWELLING • BATHTUBS/ SHOWERS: 1 PER DWELLING 50FT (WITH NFPA13 SPRINKLERS) https://up.codes/viewer/texas/ibc-2015/chapter/29/plumbing-systems#2902.1
22 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.
23 2902.1 MINIMUM NUMBER OF FIXTURES CLASSIFICATION & OCCUPANCY: --- R-2 • WATER CLOSETS: 1 PER DWELLING • LAVATORIES: 1 PER DWELLING • BATHTUBS/ SHOWERS: 1 PER DWELLING
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
58
59
60
61
62
63
64
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
98
99
100
101
102
103
104
106
107
108
109

Binary file not shown.
Loading…
Cancel
Save