| Date |
Text |
| 2007-01-31 16:07:05 | BUILDING PLAN REVIEW |
| | PERMIT: 07011040 |
| | ADD: 10130 NORTHLAKE BLVD. # 118 |
| | CONT: RIELLY CONSTRUCTION CORP |
| | TEL: (561)262-6876 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC UPDATES |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 2 ) 110.2* W. P. B. ADMINISTRATIVE |
| | CODE, INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF |
| | OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | MISSING THE 2004 EXISSTING BUILDING CODE W/ 2006 |
| | UPDATES |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | PLANS INDICATE A TYPE"IV" CONSTRUCTION. THIS CREATES |
| | TWO ISSUES: |
| | C1) HEAVY TIMBER- THIS SHOPPING CENTER IS NOT DESIGNED |
| | AS HEAVY TIMBER CONSTRUCTION. |
| | C2) NOTE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6 |
| | IS THE MINIMUM REQUIRED FOR THE ENTIRE SHOPPING CENTER |
| | , IF |
| | FIRE SPRINKLER INCREASES ARE TAKEN AND OR FRONTAGE |
| | INCREASES |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | |
| | 3) TOLIET ROOMS: 1210.2 WALLS. |
| | WALLS WITHIN 2 FEET (610 MM) OF URINALS AND WATER |
| | CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT |
| | SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE |
| | FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE |
| | MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS |
| | NOT ADVERSELY AFFECTED BY MOISTURE. |
| | |
| | 4) PLANS DO NOT PROVIDE AT WHAT ELEVATION THE ROOF TOP |
| | MECHANICAL UNITS ARE LOCATED? |
| | 1509.6 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. |
| | WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE |
| | INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT |
| | EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE |
| | PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE |
| | EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO |
| | THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH |
| | ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS |
| | GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON |
| | ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN |
| | 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1.THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET |
| | OR ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2.LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3.LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6 |
| | INCHES (152 MM) DEEP. |
| | 4.THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5.RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6.LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL |
| | BE PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE |
| | OF WITHSTANDING 100 POUNDS (488.2 KG/M 2 ) PER SQUARE |
| | FOOT. |
| | 7.LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. |
| | |
| | 5) THE MECHANICAL SHEET M2.1 NOTE# 7 REFERS TO THE HIGH |
| | WIND VELOCITY ZONE CRITERIA THIS IS TERMINOLOGY FOR |
| | DADE&BROWARD COUNTIES ONLY. |
| | PLEASE PROVIDE ANCORAGE OF THE RTU UNIT TO CURB AND |
| | CURB TO ROOF FRAMING MEMBERS. |
| | FBC 1604.2 |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
