| Date |
Text |
| 2013-08-12 17:04:05 | BUILDING PLAN REVIEW |
| | PERMIT: 13070943 |
| | ADD: 2501 N AUSTRALIAN AVE |
| | CONT: TI CONTRACTORS, LLC |
| | TEL: (305)577-0829 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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 |
| | DATE: AUGUST 12/ 2013 |
| | ACTION: DENIED |
| | |
| | 1) SHEET LS-1, LS-2 & A3 INDICATE A SIDE WALL KITCHEN |
| | EXHAUST FAN WITHIN TEN FEET OF WINDOW AND DOOR |
| | OPENINGS, PLEASE SECTION 2010 FBC-B |
| | 909.10.3 EQUIPMENT, INLETS AND OUTLETS. |
| | EQUIPMENT SHALL BE LOCATED SO AS TO NOT EXPOSE |
| | UNINVOLVED PORTIONS OF THE BUILDING TO AN ADDITIONAL |
| | FIRE HAZARD. OUTSIDE AIR INLETS SHALL BE LOCATED SO AS |
| | TO MINIMIZE THE POTENTIAL FOR INTRODUCING SMOKE OR |
| | FLAME INTO THE BUILDING. EXHAUST OUTLETS SHALL BE SO |
| | LOCATED AS TO MINIMIZE REINTRODUCTION OF SMOKE INTO THE |
| | BUILDING AND TO LIMIT EXPOSURE OF THE BUILDING OR |
| | ADJACENT BUILDINGS TO AN ADDITIONAL FIRE HAZARD. |
| | |
| | 2) SHEET A3 INDICATES TO GROUT FLOOR OPENINGS TIGHT TO |
| | THE NEW DUCT WORK. PLEASE REVIEW THE 2010 FBC-B SECTION |
| | 714.1 FIRE-RESISTANT JOINT SYSTEMS. JOINTS INSTALLED IN |
| | OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR |
| | FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING |
| | ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED |
| | FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE |
| | PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE |
| | REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR |
| | ROOF IN OR BETWEEN WHICH IT IS INSTALLED. |
| | FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN |
| | ACCORDANCE WITH SECTION 714.3. THE VOID CREATED AT THE |
| | INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN |
| | EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN |
| | ACCORDANCE WITH SECTION 714.4. |
| | |
| | 2A) 714.2 INSTALLATION. |
| | FIRE-RESISTANT JOINT SYSTEMS SHALL BE SECURELY |
| | INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO |
| | AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS |
| | ABILITY TO ACCOMMODATE EXPECTED BUILDING MOVEMENTS AND |
| | TO RESIST THE PASSAGE OF FIRE AND HOT GASES. |
| | |
| | 2B) 714.3 FIRE TEST CRITERIA. |
| | FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E 1966 |
| | OR UL 2079. NONSYMMETRICAL WALL JOINT SYSTEMS SHALL BE |
| | TESTED WITH BOTH FACES EXPOSED TO THE FURNACE, AND THE |
| | ASSIGNED FIRE-RESISTANCE RATING SHALL BE THE SHORTEST |
| | DURATION OBTAINED FROM THE TWO TESTS. WHEN EVIDENCE IS |
| | FURNISHED TO SHOW THAT THE WALL WAS TESTED WITH THE |
| | LEAST FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE, |
| | SUBJECT TO ACCEPTANCE OF THE BUILDING OFFICIAL, THE |
| | WALL NEED NOT BE SUBJECTED TO TESTS FROM THE OPPOSITE |
| | SIDE. |
| | |
| | 3) PLEASE PROVIDE THE FLOOR FIRE STOPPING ASSEMBLY TO |
| | BE INSTALLED. SPECS DIVISION 23-05-05 (2.1) INDICATES |
| | VARIOUS PRODUCTS THAT MAY BE SUBMITTED. 2010 |
| | FBC-ADMINISTRATIVE CODE SUCH DRAWINGS AND |
| | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM |
| | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, |
| | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE |
| | TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC, |
| | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE |
| | OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION. |
| | |
| | 4) SHEET A3 INDICATES THE USE OF A CAPE HURRICANE |
| | SCREEN AND NOA 12-0306.13, NO PRODUCT APPROVALS WERE |
| | SUBMITTED FOR REVIEW FOR WIND PRESSURE TESTING. FL |
| | 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 5) SHEET A3 INDICATES THE INSTALATION OF NEW A/C CURB |
| | BUT THE STRUCTURAL PLANS DO NOT PROVIDE HOW THE CURB |
| | WILL BE ATTACHED TO THE ROOFING FRAMING, COMPONENTS AND |
| | CLADDING. 1609.8 ROOFTOP STRUCTURES AND EQUIPMENT. |
| | THE LATERAL FORCE ON ROOFTOP STRUCTURES AND EQUIPMENT |
| | WITH AF LESS THAN (0.1BH) LOCATED ON BUILDINGS OF ALL |
| | HEIGHTS SHALL BE DETERMINED FROM EQUATION 29.5-1 OF |
| | ASCE 7 IN WHICH THE VALUE OF GCF SHALL BE TAKEN AS 3.1. |
| | GCF SHALL BE PERMITTED TO BE REDUCED LINEARLY FROM 3.1 |
| | TO 1.1 AS THE VALUE OF AF IS INCREASED FROM (0.1BH) TO |
| | (BH). THE VALUE OF G FROM SECTION 26.9 OF ASCE 7 SHALL |
| | NOT BE USED. ADDITIONALLY, A SIMULTANEOUS UPLIFT FORCE |
| | SHALL BE APPLIED, GIVEN BY EQUATION 29.5-1 OF ASCE 7 IN |
| | WHICH GCF = 1.5 AND AF IS REPLACED BY THE HORIZONTAL |
| | PROJECTED AREA, AR, OF THE ROOFTOP STRUCTURE OR |
| | EQUIPMENT. FOR THE UPLIFT FORCE GCF SHALL BE PERMITTED |
| | TO BE REDUCED LINEARLY FROM 1.5 TO 1.0 AS THE VALUE OF |
| | AR IS INCREASED FROM (0.1BL) TO (BL). |
| | |
| | 6) SHEET A2 INDICATES A NEW ROOF TOP CONDENSING UNIT TO |
| | SIT ON A 18" HIGH CURB. IS THIS A CURB OR A A/C STAND. |
| | A/C STANDS ARE TO COMPLY WITH |
| | 2010 FBC-B TABLE 1509.7. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
