| Date |
Text |
| 2011-09-23 14:54:34 | BUILDING PLAN REVIEW |
| | PERMIT: 11090586 |
| | ADD: 303 SOUTHERN BLVD |
| | CONT: H GROUP GENERAL CONTRACTORS |
| | TEL: (561)262-0306 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 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 |
| | ACTION: DENIED |
| | |
| | NOTE PLANS INDICATE THIS BUILDING TO BE A TYPE: II-B |
| | |
| | 1) 10/03/11 PLEASE SEE NOTE VOIDING THE FIRST COMMENT |
| | AT END OF REVIEW!!! |
| | BUILDING CODE DATA: MISSING CODE INFORMATION, THE |
| | OCCUPANT LOAD OF THE EXISTING BUILDING AND NEW LOAD |
| | BEING ADDED BY THE CREATION OF AN ADDITION. |
| | 2007/09 FBC- EXISTING BUILDING CODE 1001.2 CREATION OR |
| | EXTENSION OF NONCONFORMITY. AN ADDITION SHALL NOT |
| | CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING |
| | BUILDING TO WHICH THE ADDITION IS BEING MADE WITH |
| | REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE |
| | SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, |
| | PLUMBING, OR ELECTRICAL SYSTEMS. |
| | |
| | 2007/09 FBC-B |
| | 903.2.1.2 GROUP A-2. AN AUTOMATIC SPRINKLER SYSTEM |
| | SHALL BE PROVIDED FOR GROUP A-2 OCCUPANCIES WHERE ONE |
| | OF THE FOLLOWING CONDITIONS EXISTS: |
| | |
| | 1. THE FIRE AREA EXCEEDS 5,000 SQUARE FEET (464.5 M2). |
| | |
| | 2. THE FIRE AREA HAS AN OCCUPANT LOAD OF 100 OR MORE. |
| | |
| | 3. THE FIRE AREA IS LOCATED ON A FLOOR OTHER THAN THE |
| | LEVEL OF EXIT DISCHARGE. |
| | |
| | 4. NIGHTCLUBS OR SIMILAR USAGE WHEN OCCUPANT LOAD IS |
| | 100 OR MORE. |
| | |
| | |
| | 2) PLANS INDICATE WIND PRESSURE BUT MISSING THE WIND |
| | DESIN CRITERIA: LOCATION IS AN EXPOSURE C WITH EXPOSURE |
| | AND HEIGHT FACTORS OF 1.29 FOR 20 FT ELEVATION. |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | |
| | 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL. |
| | |
| | 3) SHEET A-2 INDICATES AN 8'-0" LONG RAMP WILL NEED TO |
| | COMPLY WITH: |
| | |
| | 3A) 11-4.8.4.(2) LANDINGS. ALL LANDINGS ON RAMPS SHALL |
| | NOT BE LESS THAN 60" CLEAR, & THE BOTTOM OF EACH RAMP |
| | SHALL HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARANCE. MISSING THE BOTTOM LANDING. |
| | |
| | 3B) 11-4.8.4(3) IF RAMPS CHANGE DIRECTION AT LANDINGS, |
| | THE MINIMUM LANDING SIZE SHALL BE 60" X 60". |
| | |
| | 3C) 11.4.8.5. HANDRAILS: IF A RAMP HAS A RISE GREATER |
| | THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", |
| | THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 4) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | |
| | 4A) EXTERIOR DOORS |
| | |
| | 4B) EXTERIOR WINDOWS |
| | |
| | 4C) ROOFING ASSEMBLIES |
| | |
| | 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 6) SHEET A-3 DETAIL # 4 DETAIL OF MANSARD TRUSS |
| | INDICATES A SIMPSON MET 18 STRAP TO TIE OFF THE TOP OF |
| | THE TRUSS BUT THERE IS NO ANCHORING SYSTEM FOR THE |
| | BOTTOM PARTION OF THE MANSARD TRUSS, HOW WILL THE |
| | UPLIFT, SLIDDING AND GRAVITY FORCES BE HANDED AT THIS |
| | POINT OF CONTACT, PART OF THE MAIN WIND FORCE RESISTING |
| | SYSTEM. |
| | |
| | 7) THIS BUILDING IS DECLARED A TYPE II B STRUCTURE |
| | PLEASE REVIEW SECTION 603.1.3. IT WOULD APPEAR THE |
| | BUILDING COULD BE DESIGNED TO A LESSER BUILDING TYPE |
| | WITH AREA INCREASES AND IF SPRINKLERS ARE REQUIRED THE |
| | ADDTIONAL SQ FOOTAGE ALLOWED FOR SPRINKLERS. |
| | |
| | 8) THE PLANS DO NOT CONSIDER THE ENERGY CODE, NO FORMS |
| | WERE SUBMITTED, 13-400.2.A.1 ADDITIONS. |
| | |
| | 9) SHEET M1 INDICATES A ROOF TOP CURB DETAIL BUT WITH A |
| | CORRIGATED B TYPE METAL ROOF SYSTEM NOT A PRECAST |
| | HOLLOW CORE SYSTEM, PLEASE INDICATE THE CORRECT CURB |
| | ATTACHMENT. |
| | |
| | 10) PLANS DO NOT ADDRESS ANY INTERIOR FINISHES FBC-B |
| | TABLE 803.5. |
| | |
| | 11) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | |
| | 10/03/11 |
| | NOTE: |
| | THE FIRST COMMENT IS TO BE STRIKEN, THE EXISTING |
| | BUILDING CODE 1002.3 FIRE PROTECTION REFERS BACK TO |
| | THTE FBC-B REQUIRING FIRE SPRINKLER PROTECTION IF THE |
| | BUILDING NEEDS FIRE SPRINKLERS BECAUSSE OF THE |
| | ADDITIONAL SQUARE FOOTAGE BEING ADDED AND BEING OVER |
| | THE ALLOWABLE SQUARE FOOTAGE OF FBC-B TABLE 503/ A-2/ |
| | TYPE II-B CONSTRUCTION ALLOWABLE AREA 9,500 SQUARE |
| | FEET. THIS BUILDING AND ADDITION IS SMALLER THAN THAT |
| | WHICH WILL QUALIFY THE BUILDING FOR NOT REQUIRING FIRE |
| | SPRINKLERS IN EITHER THE ADDITION NOR THE ORIGINAL |
| | BUILDING. |
| | |
| | THIS BUILDING ALSO IS NOT A CHANGE IN OCCUPANCY WHICH |
| | WOULD HAVE TRIGGERED THE THE REQUIREMENT OF FIRE |
| | SPRINKLERS UNDER THE EXISTING BUILDING CODE. NO FIRE |
| | SPRINKLERS REQUIRED UNDER 2007/09 EXISTING BUILDING |
| | CODE. |
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