| Date |
Text |
| 2008-03-04 19:40:05 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6652 |
| | E-MAIL: [email protected] |
| | |
| | 3RD REVIEW OF REVISION FOR INCREASE IN NUMBER OF |
| | STORIES FROM 5 TO 8 STORIES. |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | FOR CONSISTENCY, THE FOLLOWING COMMENTS ARE NUMBERED AS |
| | PER THE BUILDING PLAN REVIEW OF 9/23/07: |
| | |
| | 3)IMPACT FEES. THE PROPOSED INCREASE IN BUILDING AREA |
| | WILL INCREASE THE IMPACT FEES DUE.THE PLANS SHALL BE |
| | TAKEN TO PALM BEACH COUNTY BUILDING DEPARTMENT FOR |
| | CALCULATION OF THE ADDITIONAL IMPACT FEES. THEY SHALL |
| | BE STAMPED AT THAT OFFICE AND A COPY OF THE PAID |
| | RECEIPT SUBMITTED TO THE CITY OF WEST PALM BEACH DEPT |
| | OF CONSTRUCTION SERVICES BEFORE THE REVISED PLANS CAN |
| | BE STAMPED. |
| | |
| | 4) FBC TABLE 500ALLOWABLE BUILDING HEIGHT.FBC |
| | 503.2.6 STATES THAT THE HEIGHT OF RESIDENTIAL |
| | OCCUPANCY, IN BUILDINGS OF TYPE II CONSTRUCTION, CAN BE |
| | UNLIMITED PROVIDED THE FIRE RESISTANCE OF ALL COLUMNS |
| | IS NOT LESS THAN 3 HOURS.YOUR COMMENT RESPONSE LETTER |
| | HAS BEEN NOTED.STEEL COLUMNS: SHEET A-506 HAS BEEN |
| | REVISED TO SHOW THE UL SYSTEM FOR FIRE RESISTANCE |
| | RATING OF THE STEEL COLUMNS, BUT THE APPLICATION |
| | THICKNESS TABLE REPRODUCED ON THE PLANS IS NOT LEGIBLE. |
| | SHOW A LEGIBLE TABLE ON THE PLANS.ALSO, THE TABLE |
| | COVERS MANY DIFFERENT FIRE RESISTANCE RATINGS, SOME OF |
| | WHICH ARE LESS THAN 3 HOURS.THE PLANS SHALL CLEARLY |
| | STATE, FOR THE CONTRACTOR AND INSPECTOR, THAT A 3 HOUR |
| | FIRE RESISTANCE RATING IS REQUIRED FOR THE COLUMNS ON |
| | THIS PROJECT.CONCRETE COLUMNS: THE COMMENT RESPONSE |
| | LETTER STATES THAT THE COLUMN FIRE RESISTANCE RATING |
| | HAS BEEN PROVIDED PER SECTION 709.2.1.1.1 OF FBC 2001. |
| | THAT SECTION IS ACTUALLY FOR WALLS.THE APPLICABLE |
| | SECTION FOR COLUMNS IS 709.2.4 OF FBC 2001 WHICH |
| | REQUIRES A MINIMUM CONCRETE COLUMN DIMENSION OF 12 |
| | INCHES FOR A 3 HOUR FIRE RESISTANCE RATING, OR A |
| | MINIMUM CONCRETE COLUMN DIMENSION OF 8 INCHES IF TWO |
| | PARALLEL SIDES ARE AT LEAST 36 INCHES LONG.COLUMN |
| | TC-5, SHOWN ON SHEET S-9, DOES NOT COMPLY WITH EITHER |
| | REQUIREMENT OPTION.REVISE THE SIZE OF COLUMN TC-5 TO |
| | COMPLY WITH SECTION IS 709.2.4 OF FBC 2001 |
| | |
| | 13) FBC 13-103.1.2THIS COMMENT HAS STILL NOT BEEN |
| | ADDRESSED.THE SUBMITTED REVISED ENERGY CODE |
| | COMPLIANCE FORM SHALL BE SIGNED (ON PAGE 2) BY THE |
| | BUILDING OWNER, THE OWNER'S ARCHITECT OR OTHER |
| | AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER. ALSO, |
| | THREE SIGNED AND SEALED COPIES OF THE ENERGY CODE |
| | COMPLIANCE FORM ARE REQUIRED BUT ALL THREE SUBMITTED |
| | COPIES HAVE A PHOTOCOPY OF RAFAEL PENA'S SIGNATURE, AND |
| | TWO ARE NOT SEALED.THE SIGNATURE MUST BE ORIGINAL AND |
| | THE SEAL MUST BE AFFIXED. |
| | |
| | 15) FBC 1606.1WIND LOADS ON PARKING STRUCTURE.THE |
| | SUBMITTAL FOR THE HARDING STEEL, INC. PARKING STRUCTURE |
| | DOES NOT INCLUDE ANY WIND LOAD DESIGN CRITERIA.THE |
| | STRUCTURE MUST BE DESIGNED TO WITHSTAND A WIND SPEED OF |
| | 140 MPH (3 SECOND GUST).SUBMIT WIND LOAD DESIGN |
| | CRITERIA/CALCULATIONS.ALL STRUCTURAL SUBMITTALS MUST |
| | BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD FOR |
| | THE PROJECT AND INCLUDE THE SHOP DRAWING REVIEW STAMP |
| | OF THAT ENGINEER. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE: |
| | (561) 805 6652ROBERT BROWN |
| | E-MAIL: [email protected] |
