| 2002-04-24 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 02031422 |
| | 901 S FLAGLER DR / DINING FACILITY |
| | |
| | "PLAN RE3VIEW" |
| | ARCH: STEVEN KNIGHT |
| | TEL: (561)471-9370 |
| | |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) SHEET A-0.1 CODES WRONG CODE ADDI- |
| | TION FOR THE ACCESSIBILITY & ENERGY, |
| | 2001 FL BLD CODE: |
| | CHAPTER 11/ ACCESSIBILITY |
| | CHAPTER 13/ ENERGY |
| | |
| | 2) DESIGN PARAMETERS: 2001 FL CODE IS |
| | ASCE 7/98, FIG 1606 (5) WIND SPEEDS |
| | |
| | IMPORTANCE FACTOR TO BE 1.15 TABLE 1606 |
| | BUILDINGS OR STRUCTURES WHERE OCC LOAD |
| | IS 300 OR MORE IN ANY ONE ROOM. |
| | |
| | MISSING OTHER DESIGN INFO REQUIRED ON |
| | PLANS 1606.1.7.FL BLD CODE. |
| | WIND EXPOSURE; |
| | INTERNAL PRESSURE COEF |
| | |
| | 3) FL BLD CODE 104.2.1.2 ADD INFO |
| | REQUIRED: TABLE 500 AS TO MINIMUM BLDG |
| | TYPE? SPRINKLERED/ NONSPRINKLER? |
| | THE STUDENT CENTER8,794SQ FT |
| | DINING AREA10,019SQ FT |
| | ADDITION 1,800SQ FT |
| | TOTAL20,613SQ FT |
| | |
| | DEPENDING ON THE TYPE CONST A SERVEY MAY |
| | BE REQUIRED IF AREA INCREASES ARE |
| | NECESSARY. |
| | |
| | 4) FL ST STATUTE 553.71(7) |
| | "THRESHOLD BUILDING" MEANS ANY BUILDING |
| | WHICH IS GREATER THAN 3 STORIES OR 50' |
| | IN HEIGTH, OR WHICH HAS AN OCCUPANCY |
| | CLASSIFICATION AS DEFINED IN THE FL BLD |
| | CODE WHICH EXCEEDS 5,000 SQ FT IN AREA |
| | AND AN OCCUPANT CONTENT OF GREATER THAN |
| | 500 PERSONS. INDICATE SQ FT BREAKDOWN |
| | AND OCCUPANT CONTENT. |
| | |
| | IF THIS MEETS THE CRITERIA FOR THRESHOLD |
| | BUILDING SUBMIT A THRESHOLD INSPECTION |
| | PLAN AND SPECIAL INSPECTOR TO REGISTER |
| | WITH DON NEELY. |
| | |
| | 5) SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND OF THE DESIGN |
| | PROFESSIONAL OF RECORD. FOR THE REUSE OF |
| | EXISTING GLAZING. |
| | |
| | 6)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | STORM SHUTTERS, IF EUSED SITE SPECIFIC |
| | ENGINEERING AND INDICATE THE LARGE |
| | MISSLE TESTING FOR SHUTTERS. |
| | |
| | 7)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, PROVIDE |
| | A SEATING PLAN AND EGRESSLAYOUT. |
| | |
| | THE DETAIL #3 OF A-1.3 INDICATES (2) |
| | 4X4X1/4 STEEL ANGLE TO TIE IN THE STORE |
| | FRONT FRAME, NO INFORMATION AS HOW THIS |
| | WILL BE ANCHORED, DETAIL INDICATES 4" |
| | METAL STUD FRAMING, STRUCTURAL? NO INFO |
| | AS TO HOW TO FASTEN TOP PLATE? |
| | SAME DETAIL INDICATES A WOOD FRAMING MEM |
| | BER? FIRE TREATED, LOCATED IN A FIRE DIS |
| | TRICT AND BUILD TYPE NOT SPECIFIED? |
| | |
| | 8) SAME DETAIL GIVES NO ANCHORING OR |
| | FASTENING, FL BLD CODE 1606.1.3 STRUCTUR |
| | AL MEMBERS AND SYSTEMS, AND COMPONENTS |
| | & CLADDING IN A BUILDING OR STRUCTURE |
| | SHALL BE ANCHORED TO RESIST WIND- INCLUD |
| | ING OVERTURNING, UPLIFT AND SLIDING. |
| | |
| | ANY QUESTIONS PLEASE CALL, |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | DEPARTMENT OF CONSTRUCTION SERVICES |
| | CITY OF WEST PALM BEACH |
| | (561) 659-8096 EXT. 8412 |