| Date |
Text |
| 2001-08-17 00:00:00 | BUILDING PLAN REVIEW |
| | 700 S ROSEMARY AVE # 204 |
| | PERMIT # 01071119 |
| | "N V LOUNGE" |
| | ARCHITECT: |
| | GUILLERMO GOMEZ |
| | TEL : (212) 628-7276 |
| | FAX : (212) 585-2251 |
| | 119 E 64 STREET |
| | NW YORK NY 10021 |
| | |
| | 1)- MISSING : COMMON ENTRY AREA( NOT |
| | TENANT SPACE) EXIT ACCESS DOOR MISSING |
| | SBC 1005.3 |
| | |
| | 2)-SBC 1204.2 RESTROOMS SHALL HAVE |
| | NONABSORBEANT FLOORS & WALLS TO A HEIGHT |
| | OF 4'-0". |
| | |
| | 3)- FLORIDA ACCESSIBILITY CODE 4.5.1. |
| | FLOOR SURFACES ALONG ACCESSIBLE ROUTES |
| | AND IN ACCESSIBLE ROOMSAND SPACES IN- |
| | CLUDING FLOORS, WALKS,STAIRS AND CURB |
| | RAMPS SHALL BE FIRM, STABLE AND SLIP RE- |
| | SISTANT. A STATIC COEFFICIENT OF FRIC- |
| | TION OF 0.6 IS RECCOMMENDED FOR FLOORS |
| | AND 0.8 FOR RAMPS. |
| | |
| | 4)- SHEET 5.1 DOOR SCHEDULE HASN'T ANY |
| | CORRESPONDING NUMBERS ON FLOOR PLAN NOR |
| | THE LIFE SAFETY? |
| | COMMENT: THERE SHOULD BE 5 RATED DOORS |
| | FROM THE TENANT SPACE DOOR SCHEDULE DOES |
| | NOT INDICATE THIS. RATE THE EXIT ACCESS |
| | DOOR OUTSIDE OF THE TENANT SPACE. |
| | |
| | 5)- SBC 104.2.2. ADDITIONAL INFORMATION |
| | REQUIRED ON SHEET A7.1 DETAIL #4, 3" |
| | MEDIUM DENSE FOAM, FLAME & SMOKE DEVELOP |
| | MENT |
| | |
| | 6)- SBC 104.2.2. SHEET A 7.1 DETAIL #3 |
| | STEEL LAADDER? USAGE? IT LOOKS LIKE IT |
| | MAY INTERFERE WITH THE EGRESS. IF THE |
| | USAGE IS LIGHT STORAGE THE SBC 1606.4 |
| | FOR LIGHT STORAGE IS 125 LBS/ SQ FT. |
| | HOW IS THIS FLOOR AREA HELD UP? IF THIS |
| | AREA IS A DANCE FLOOR, VERTICAL ACCESS- |
| | IBILITY REQUIREMENTS ARE TO BE MET. |
| | |
| | 7)- DOOR OPENING JUST LEFT OF BAR # 1. |
| | THE DOOR SWING DOES NOT MEET THE EGRESS |
| | REQUIREMENTS, SBC 1012.1.2. SWING IN THE |
| | DIRECTION OF EGRESS (1) WHICH SSERVE |
| | AN OCCUPANT LOAD OF 50 OR MORE PEOPLE. T |
| | HE SAME CONCERNS ARE RAISED WHERE (2) |
| | SETS OF DOORS PIVOT! |
| | |
| | 8)- SBC 403.2.4 PLATFORM CONSTRUCTION |
| | FOR RAISED PLATFORMS & RAMPS. FLOORS ARE |
| | TO BE BUILT AS TYPE II CONSTRUCTION, |
| | LIVE LOADS AS PER CHAPTER 16 / 100 LBS/ |
| | SQ. FT. |
| | |
| | 9)- SBC 903.5.(1) FIRE SPRINKLER PLANS |
| | ARE REQUIRED TYPE II CONSTRUCTION. |
| | |
| | 10)- SHEET A9.1 SBC 609.2.1. NONCOMBUST- |
| | IBLE MATERIAL FRAMING & BACKING IN WALLS |
| | FIRE RESISTANT TREATED PLYWOOD MAY BE |
| | USED. |
| | |
| | 11)- SHEET A 9-3 HANGING CEILING DETAILS |
| | EXP BOLT W/ BOLT HANGERS INTO EXISTING |
| | SLAB? TYPE OF HANGER? DEPTH OF ANCHOR, |
| | WIDTH OF ANCHORNOT GIVEN, NOR THE |
| | ATTACHMENT TO 1/4" STEEL. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
