| Date |
Text |
| 2001-04-04 00:00:00 | TYPE I BUILDING |
| | BUILDINGS: 1,3,5,8,10 & 12 |
| | PROJECT: 01021175 |
| | ARCH. MOURIZ SALAZAR |
| | PHONE (305) 273-9911 |
| | FAX(305) |
| | BUILDING 1TYPE I |
| | |
| | 1)- SBC 1007.3.1: STAIR CALCULATION |
| | REQUIRES 2R+1T= >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: CHAP 6 |
| | A)- LOCATION OF GRAB BAR AT TUB 32" MIN |
| | 38" MAXIMUM. |
| | B)- WATER CLOSET BACKING BEHIND THE |
| | WATER CLOSET. |
| | SEE PAGES A-5.1,5.2, 5.3,5.6 & 5.10 |
| | C)- A5.6 MASTER BATH LAV DOESN'T MEET |
| | THE PARALLEL APPROACH AT LAV, 30" |
| | X 48" CLEAR. |
| | D)- A-6: MAIL BOX, FAIR HOUSING CHAP.2 |
| | REFER TO FL ACC REACH & RANGES, |
| | SIDE APPROACH (4.2.6) MAX HEIGTH54" |
| | MIN HEIGTH 0'-9". |
| | E)- S-1.1: (4) C-1 APTS DEPICTS 1/2 |
| | VERTIAL DROP + THRESHOLD, SEE FL |
| | ACC CODE 4.13.8 THRESHOLDS AT DOOR- |
| | WAYS, 2/1. |
| | |
| | 4)- SHEET A-9 DETAIL # 28: SOFFIT DETAIL |
| | DOESN,T GIVE ANORAGEOF SOFFIT TO THE |
| | 5 1/2" STRUCTURAL SLAB. |
| | |
| | 5)- SHEET A 4.1 2ND FL UNIT C-1 DETAILS |
| | 39/43 ONE HR. KNEE WALL, SEE DETAIL ON |
| | A-10 DETAIL 43, MISSING 1 LAYER OF 1/2" |
| | DRYWALL. |
| | |
| | 6)- SH. A4-5 NOTE 20, HI RIBBED LATH, |
| | SBC 2504..2.2 SEC ASTM C 1063.7.10.23) |
| | 3/8" RIB LATH ATTACHED TO HORIZONTAL |
| | WOOD SUPPORTS REQUIRES NAILS/ STAPLES |
| | TO PROVIDE 1 3/4" PENETRATION INTO |
| | HORIZONTAL WOOD SUPPORTS, 3/4" INTO |
| | VERTICAL SUPPORTS. |
| | |
| | 7)- SHEET A3.1 NOTE #12, CANVAS AWNINGS |
| | ON TUBULAR STEEL FRAMES REQUIRES A SEP- |
| | ERATE PERMIT, (PER BUILDING). |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 (8412) |
