| Date |
Text |
| 2011-11-07 13:30:58 | BUILDING PLAN REVIEW |
| | PERMIT: 11100633 |
| | ADD: 4325 N HAVERHILL RD |
| | CONT: WESLEY CONSTRUCTION |
| | TEL: (561)318-1061 |
| | |
| | 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 |
| | |
| | 1) 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | A) PLANS SUMITTED INDICATE TWO PROJECTS, THE MAINTENCE |
| | BUILDING AND CONTROL BUILDING ONLY ONE SET OF PLANS |
| | WERE SUBMITTED FOR EACH PROJECT. WPB ADMINISTRATIVE |
| | CODE 106.3.1 REQUIRES TWO SETS FOR EACH PROJECT. |
| | |
| | B) THE CONTRACTOR OF RECORD SHOULD APPLY FOR TWO |
| | INDIVIDUAL PERMIT ONE FOR EACH LOCATION, THE MAITENCE |
| | BUILDING AND ONE PERMIT FOR THE CONTROL BUILDING. THIS |
| | WILL ALLOW THE INSPECTION CODES TO BE SEPERATED FOR |
| | EACH BUILDING AND THE PLAN REVIEW AS WELL AS INSPECTION |
| | HISTORY TO BE TRACKED SEPERATELY. |
| | |
| | THE FIRST PORTION OF THIS REVIEW WILL BE FOR THE : |
| | |
| | CONTROL BUILDING |
| | |
| | 2)) 106.3.5(1)(3). MINIMUM TYPE OF CONSTRUCTION SHALL |
| | BE DETERMINED (SEE TABLE 503). |
| | |
| | 3) 106.3.5(8)STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | WIND REQUIREMENTS, MISSING WIND DESIGN CRITERIA: |
| | 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. |
| | |
| | 4) PLANS INDICATE THE USE OF A EXTERIOR METAL STUD WALL |
| | SYSTEM BUT THERE IS NO DESIGN INFORMATION HOW THE TOP |
| | AND BOTTOM TRACKS WILL BE ANCHORED TO RESIST WIND. |
| | SHEET A3 DETAIL 1 INDICATES THE ROOF STRUCTURE TO BE |
| | CONCRETE JOIST WITH STEEL TENDON REINFORCING BUT NO |
| | INFORMATION AS TO HOW TO ANCHOR TO THE EXISTING |
| | CONCRETE JOIST SYSTEM? |
| | FBC-B 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO |
| | RESIST THE OVERTURNING EFFECTS CAUSED BY LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND . |
| | |
| | 5) THE PRODUCT APPROVAL SUBMITTED IS A MIAMI-DADE NOA |
| | 09-1217.05 FOR SINGLE HUNG WINDOWS PLEASE REVIEW SHEET |
| | 2 OF 6 DETAIL A3 FOR ATTACHMENT TO METAL STRUCTURAL |
| | METAL. |
| | THE DETAIL INDICATES A MINIMUM STEEL OR ALUMINUM |
| | THICKNESS OF 1/8TH (0.125) INCH. THE METAL STUD |
| | INDICATED ON THE PLANS IS 600S162-54 0.0566 INCHES, |
| | PLEASE REVIEW THE PRODUCT APPROVAL REQUIREMENTS. |
| | |
| | 6) PLEASE REVIEW SHEETA3 DETAIL A IT APPEARS THE WINDOW |
| | TO BE A STOREFRONT DESIGN NOT THE SING HUNG WINDOW THE |
| | PRODUCT APPROVAL IS FOR. DISCREPANCY. |
| | 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. |
| | |
| | MAINTENENCE BUILDING |
| | THE SAME COMMENTS 1-6. WILL REQUIRE A SEPERATE PERMIT. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
