| Date |
Text |
| 2016-04-01 12:08:28 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15110873 |
| | ADD: 1237 ROEBUCK CT. |
| | CONT: J & M CONTRACTORS OF SOUTH FLORIDA, INC. |
| | TEL: 561-433-3440 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW/ 2ND REVIEW CYCLE WAS NEVER ROUTED TO |
| | BUILDING REVIEW |
| | DATE: FRIDAY, APRIL 01/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) THE SUBMITTED SPRAY BOOTH PLANS APPEAR TO BE PLANS |
| | FROM ANOTHER LOCATION: 3200HERMOSA CT. PALM BEACH |
| | GARDENS? IF THIS IS THE RIGHT PLANS PLEASE CORRECT THE |
| | ADDRESS TO THAT LISTED ON THE PERMIT APPLICATION. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED, |
| | |
| | 2) IT SEEMS THE SUBMITTED SZ SPRAYBOOTH ZONE ARE A |
| | GENERIC SET OF PLANS. THE DUCT DETAIL IS INDICATED |
| | GOING THROUGH A WOOD FRAME RAFTER/ JOIST SYSTEM WHERE |
| | AS SHEET M2 , THE FRONT VIEW AND SIDE VIEW BOTH |
| | INDICATE A CONCRETE DECK. THERE HAS BEEN NO ENGINEERING |
| | OF HOW THE NEW HOLE THROUGH THE ROOF CONCRETE DECK IS |
| | GOING TO BE ENFORCED OR HOW THE ROOF TOP DUCTWORK WILL |
| | BE HELD IN PLACE GOING THROUGH THE NEW HOLE. THE |
| | SUBMITTED ENGINEERING SHEET REFERENCES THE CALCULATIONS |
| | ARE FOR RIGID STRUCTURES (CH. 29) WIND ON CHIMNEYS, |
| | TANKS, ROOFTOP EQUIP. AND SIMILAR STRUCTURES PER FIGURE |
| | 29.5-2. I BELIEVE THIS MAY BE A TYPO SINCE FIGURE |
| | 29.5.2 IN THE ASCE 7-10 IS FOR OPEN SIGNS & LATTICE |
| | FRAMEWORK. PLEASE CORRECT THE REFERENCE NUMBER. NOTE |
| | M-1 ROOF CABLE HOLD DOWN DETAIL DOES NOT INDICATE HOW |
| | THE DUCT IS HELD FIXED IN PLACE AT THE ROOF LINE. THE 3 |
| | LATERAL CABLES ARE ASSUMED TO BE 120 DEGREES APART? THE |
| | PLANS ARE DEFICIENT IN WHAT TYPE AND HOW MANY CABLE |
| | CLAMPS ARE REQUIRED AT EACH END OF THE 1/8 INCH CABLE? |
| | THE PLANS ALSO DO NOT INDICATE THE SIZE OF THE TURN |
| | BUCKLE OR OF WHAT MATERIAL THE TURN BUCKLE IS MADE. |
| | |
| | LATERAL FORCE-RESISTING SYSTEM2014 FBC-B 1604.4 |
| | ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND THEIR |
| | CONNECTIONS SHALL BE DETERMINED BY METHODS OF |
| | STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM, |
| | GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH |
| | SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY |
| | STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING |
| | EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS |
| | CHAPTER. SEE SECTION 1609 FOR WIND LOADS? |
| | |
| | 3) UNKNOWN THE TOP ELEVATION ON THE WIND CALCULATIONS |
| | INDICATES A HEIGHT OF 22 FT. SHEET M1 INDICATES THE |
| | EXHAUST DUCT TO BE A MINIMUM OF 6 FEET ABOVE THE ROOF. |
| | THIS PUTS THE ROOF DECK APPROXIMATELY AT 16 FEET. HOW |
| | WILL COMPLIANCE WITH SECTION FBC-B 1509.6.4 BE |
| | ACHIEVED? |
| | ? 1509.6.4 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: |
| | 3.1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 3.2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3.3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 3.4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 3.5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 3.6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 3.7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS |
| | |
| | 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
