| Date |
Text |
| 2009-04-24 11:06:43 | BUILDING PLAN REVIEW |
| | PERMIT: 09020290 |
| | ADD: 1515 N FLAGLER DR 7TH FLOOR |
| | CONT: LEIGHTON MCGINN |
| | TEL: (561)951-0946 MARK ANDREWS |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE & 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. |
| | |
| | 1B) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE 2007 SUPPLEMENTS. |
| | |
| | 2) MISSING WIND DESIGN INFORMATION. |
| | 603.1.4 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) PLANS DO NOT INDICATE THE WORK BEING COVERED UNDER |
| | THE 2004 EXISTING BUILDING CODE NOR LEVEL OF ALTERATION |
| | PER 2004 EXISTING BUILDING CODE 301.5 ADESSIGN |
| | PROFESSIONAL OR AN OWNER MUST ELECT ONE OR A |
| | COMBINATION OF LEVELS OF ALTERATION PURSUANT TO SECTION |
| | 303,304 AND 305 OF THIS CODE. |
| | |
| | 4) MISSING INFORMATION: 2004 EXISTING BUILDING CODE - |
| | LEVEL ONE -507.3. REPLACEMENT OF WINDOWS AND DOORS. |
| | THE REPLACEMENT OF GARAGE DOORS, EXTERIOR DOORS, |
| | SKYLIGHT, OPERATIVE AND INOPERATIVE WINDOWS SHALL BE |
| | DESIGNED AND CONSTRUCTED TO COMPLY WITH CHAPTER 16 OF |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 5) MISSING WINDOW INFORMATION : 1609.1.4 PROTECTION OF |
| | OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS |
| | SHALL BE IMPACT RESISTANT OR PROTECTED WITH AN IMPACT |
| | RESISTANT COVERING MEETING THE REQUIREMENTS OF SSTD 12, |
| | ASTM E 1886 AND ASTM E 1996, ANSI/DASMA 115 (FOR GARAGE |
| | DOORS AND ROLLING DOORS) OR MIAMI-DADE TAS 201, 202 AND |
| | 203 OR AAMA 506 REFERENCED THEREIN AS FOLLOWS: |
| | 1. GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF |
| | GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE |
| | TEST. |
| | 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M) |
| | ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL |
| | MISSILE TEST. |
| | |
| | FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2 |
| | COPIES, |
| | 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING |
| | REPORTS, MISSING REPORTS ARE AS FOLLOWS: |
| | FIXED GLAZING. |
| | |
| | PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION |
| | AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE |
| | SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG. |
| | PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT |
| | IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT |
| | HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 5) THRESHOLD BUILDING: |
| | THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) " |
| | THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH |
| | HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN |
| | THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN |
| | AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | |
| | 5A)109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A |
| | SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON |
| | A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE |
| | STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE |
| | ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING. |
| | THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO |
| | PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR |
| | COMPLIANCE WITH THE PERMITTED DOCUMENTS. |
| | |
| | 5B)THRESHOLD INSPECTOR: |
| | WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES |
| | DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL |
| | INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA |
| | STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS |
| | CODE. |
| | CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR |
| | PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION |
| | BEFORE THE PERMIT MAY BE ISSUED. |
| | |
| | 5C) THRESHOLD BLDG, REQUIRED STATEMENT: |
| | W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING |
| | WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE |
| | ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S |
| | KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE |
| | LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE. |
| | |
| | 6) ADDITIONAL INFORMATION IS REQUIRED, PICTURES TAKEN |
| | WHEN THE OPENING WAS CREATED INDICATES THE USE OF |
| | SCAFFOLDING THE FLOOR BELOW FOR THE LENGTH OF THE |
| | BUILDING WHERE CT SCANNER AND VARIOUS MRI UNITS ARE |
| | PLACED, PLEASE PROVIDE AN EXPLANATION, HAVE THE SAFE |
| | LIVE AND DEAD FLOOR LOADS BEEN EXCEDED? THESE FLOORS |
| | WOULD OF BEEN DESIGNED AS OFFICES WITH A SAFE LIVE LOAD |
| | OF 50 OR A CONCENTRATED LOAD OF 2,000 PSF OVER A 2.5 |
| | TRIBUTARY AREA. TABLE 1607.1 LIVE LOADS AND 1607.3 LIVE |
| | LOADS & 1607.4 CONCENTRATED LOADS. |
| | |
| | 7) DETAIL SHEET FROM ALBERT A. GARGIULO P. E. ONLY ONE |
| | OF THE THREE DETAILED SHEETS ARE RAISED SEAL ORIGINAL |
| | SIGNATURE, THEY ARE COPIES. |
| | |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS |
| | |
| | 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED & SEALED |
| | BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: |
| | NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, |
| | THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE |
| | NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER |
| | OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER |
| | IS PRACTICING (471.025 F.S. AND 471.023 F.S.). |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
