| Date |
Text |
| 2001-04-04 00:00:00 | TYPE II BUILDING |
| | BUILDING # 4,13 & 15 |
| | PROJECT: 01021178 |
| | ARCH. MOURIZ SALAZAR |
| | PHONE (305) 273-9911 |
| | FAX)305) |
| | BUILDING 4TYPE II |
| | |
| | 1)- SBC 1007.3.1: STAIR CALCULATION |
| | REQUIRES BETWEEN >24" &<25". |
| | |
| | 2)- GENERAL STRUCTURAL NOTES S-4 (11) |
| | DESIGN LOADS, |
| | A)- DESIGN IS TO COMPLY WITH THE 1997 |
| | STANDARD BUILDING CODE. |
| | B)- WIND LOAD CRITERIA, BASIC LOAD |
| | VELOCITY 110 MPH, ASCE 7-95. |
| | |
| | 3)- FAIR HOUSING ACT CHAPTER 6. |
| | A)- LOCATION OF GRAB BARS FOR TUB IS |
| | 32" MIN. & 38" MAXIMUM. |
| | B)- WATER CLOSET BACKING BEHIND THE |
| | WATER CLOSET WHEN THER IS NO WING |
| | WALL.SEE PAGES A-5.1,5.2,5.3, 5.6 |
| | AND 5.10. |
| | C)_ A 5.6 MASTER BATH LAV DOES NOT MEET |
| | THE PARALLEL APPROACH AT THE LAV, |
| | 30" X 48" ARE REQUIRED. |
| | D)- SHEET A-6: MAIL BOXES: FAIR HOUSING |
| | CHAPTER 2 REFERS TO FL ACCC CODE |
| | REACH & RANGES, SIDE APPROACH |
| | SECTION (4.2.6) MAX. HEIGTH 54" |
| | MIN. HEITH 0"-9". |
| | E)_ S-1.1, (4) C-1 APARTMENTS DEPICTS |
| | 1/2" VERTICAL DROP + THRESHOLD, SEE |
| | FL ACC. CODE 4.13.8 THRESSHOLDS AT |
| | DOORWAYS, 2/1. |
| | |
| | 4)- SHEET A-9 DETAIL #28: SOFFIT DETAIL |
| | DOESN'T GIVE THE ANCHORAGE TO THE STRUC- |
| | TURAL SLAB ABOVE. |
| | |
| | 5)_ SHEET A 4.1 2ND FL UNIT C-1 DETAILS |
| | 39/43, MISSING1 LAYER OF 1/2"DRYWALL. |
| | |
| | 6)SH A4-5 NOTE 20, HI BIBBED LATH, |
| | SBC 2504.2.2 SEC ASTM C 1063.7.10.23 |
| | 3/8" RIB LATH ATTACHED TO HORIZONTAL |
| | WOOD SUPPORTS REQUIRES NAILS OR STAPLES |
| | TO PROVIDE 1 3/4" PENETRATION INTO |
| | HORIZONTAL WOOD SUPPORTS, 3/4" INTO |
| | VERTICAL SUPPORTS. |
| | |
| | 7)- SHEET A 3.1 NOTE #12, CANVAS AWNINGS |
| | ON TUBULAR STEEL FRAMES REQUIRES A SEP- |
| | ERATE PERMIT, (PER BUILDING). |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 EX 8412 |
