| Label | Text | Page | Extraction method |
|---|---|---|---|
| 1 | 1. Corridor 106 serves as common path of travel to Exit at Vestibule 101. | 1 | pdf_text |
| 104 | 104 MECH/ELEC | 1 | pdf_text |
| 113 | 113 EGRESS PATH EXIT SEE E-101 FOR EGRESS/EMERGENCY LIGHTING ALONG THIS PATH | 1 | pdf_text |
| 2 | 2. Corridor 106 clear width shown 3'-4" (40") on A-101; confirm against IBC 1020.2 minimum corridor width for occupant load noted above. | 1 | pdf_text |
| 3 | 3. Handrail height at Detail 1/A-102 shown 30" AFF; confirm against IBC 1014.2 / 1011.5.1 handrail height range. | 1 | pdf_text |
| 4 | 4. Emergency/egress lighting along path above per E-101 -- coordinate full-path coverage with electrical engineer. | 1 | pdf_text |
| 4400 | 4400 W. City of Ch Permit No Life S Occupan Drawn: J. REVISION A 06/15/26 N SCALE: 1/8" = 1'-0" (SCHEMATIC, NOT TO SCALE) | 1 | pdf_text |
| 5 | 5. Occupant load above is basis for exit signage / panic hardware count; compare to FP-101 hydraulic calc design occupant load. | 1 | pdf_text |
| DETAIL 1 | DETAIL 1/A-102: EXIT STAIR HANDRAIL HANDRAIL @ 30" AFF (TYP) Ref: guard/handrail height per architectural stair sections OCCUPANT LOAD CALCULATION Business area (offices, waiting, sterilization): 3,400 SF / 100 gross = 34 Clinic / treatment area (operatories, corridor): 3,400... (combined below) Waiting area (concentrated use, 15 net): 480 SF / 15 net = 32 Treatment / clinical support: 1,900 SF / 100 gross = 19 TOTAL OCCUPANT LOAD (this floor) = 85 PERSONS Two means of egress provided; common path of travel and exit access travel distance comply with IBC Table 1006.2.1 / 1017.2 for Group B. EGRESS NOTES | 1 | pdf_text |