Date |
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2016-06-06 11:00:03 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16040583 |
| ADD: 915 N DIXIE HWY |
| CONT: CONSTRUCTION & REMODELING 1 |
| TEL: 561-667-9924 |
| E-MAIL: |
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| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 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. |
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| 2ND REVIEW |
| DATE: WED. JUNE 06/ 2016 |
| ACTION: DENIED |
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| 1-8) COMPLIED. |
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| 9) 1ST REVIEW OF M1 & M2. SHEET M1 SHOWS 3 ROOF TOP |
| CONDENSING UNITE ON A STAND. SHEET M2 HEADING A/C |
| EQUIPMENT SCHEDULE INDICATES THE REPLACEMENT OF (4) |
| UNITS. THERE IS NO INFORMATION IF THERE IS AN EXISITNG |
| ROOFTOP STAND, IF IT IS BEING REUSED. NOR IS THERE |
| INFORMATION ON THE ANCHORING OF THE A/C CONDENSOR |
| UNITS? |
| ON THE M1 SHEET I CAN NOT LOCATE WHERE THE (4) TH A/C |
| SYSTEM & CONDNSOR IS TO BE LOCATED? |
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| 9A) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| 2014 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? |
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| 9B) 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| BUILDING CODE, BUILDING. |
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| 9C) 2014 FBC-B 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. |
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| 9D) 2014 FBC-B 1013.7 ROOF ACCESS. GUARDS SHALL BE |
| PROVIDED WHERE THE ROOF HATCH OPENING IS LOCATED WITHIN |
| 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A |
| WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED |
| MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR |
| GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO |
| PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN |
| DIAMETER. |
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| 10) 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] |
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