| Date |
Text |
| 2010-03-17 13:05:58 | NOTE: CONTRACTOR OR REPRESENTATIVE NEEDS TO COME IN AND |
| | PULL OLD SHEETS AND INSERT NEW SHEETS BEFORE TTHE PLANS |
| | CAN BE STAMPED. |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 10020362 |
| | ADD: 1701 OKEECHOBEE BLVD# 1727 |
| | CONT: DEWHURST |
| | TEL: (561241-1540 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | MARCH 17/ 2010 |
| | |
| | BUILDING APPROVED WITH EXCEPTION! |
| | THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO |
| | CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO |
| | INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE |
| | ASSESSMENT OF RE-INSPECTION FEE(S). ALL MISSING OR |
| | APPROVALS NOT ACCEPTED WILL BE CONSIDERED A REVISION |
| | WITH ASSOCIATED FEES AND REVIEWS. |
| | |
| | MISSING PRODUCT APPROVALS WILL BE REQUIRED BEFORE |
| | FRAMING INSPECTION. |
| | |
| | 1) ROOFTOP UNITS PLANS HAVEN'T PROVIDED ROOF TOP |
| | PRESSURES FOR ROOF TOP UNITS, MISSING WIND CRITERIA: |
| | |
| | 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 . |
| | |
| | 1604.9 COUNTERACTING STRUCTURAL ACTIONS. STRUCTURAL |
| | MEMBERS, SYSTEMS, COMPONENTS AND CLADDING SHALL BE |
| | DESIGNED TO RESIST FORCES DUE TO WIND, WITH |
| | CONSIDERATION OF OVERTURNING, SLIDING, AND UPLIFT. |
| | CONTINUOUS LOAD PATHS SHALL BE PROVIDED FOR |
| | TRANSMITTING THESE FORCES TO THE FOUNDATION. |
| | |
| | 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: |
| | 1.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 1.2. 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. |
| | |
| | 1.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 1.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. 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. |
| | |
| | 2) ANCHORING CALCULATIONS SUBMITTED FOR THE CARRIER |
| | MODELS DOES NOT HAVE MIAMI-DADE APPROVAL OR FLORIDA |
| | APPROVAL, COPIES OF REPORT ARE NOT ACCEPTABLE. |
| | |
| | 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. A COVER SHEET OR INDEX |
| | SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED AND |
| | THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE |
| | PRODUCTION & PREPARATION OF EACH SECTION OF THE |
| | ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION |
| | ON THE COVER SHEET OR INDEX. |
| | |
| | 3) MIAMI-DADE NOA GREENHECK FAN MODEL FGI, FGR, & |
| | R-SERIES STEEL/ ALUMINUM ROOF FANS, PLEASE INDICATE IF |
| | FANS ARE TO BE STEEL OR ALUMINUM, PRESSURES FOR STEEL |
| | ARE +/- 130 PSF AND FOR ALULINUM FAN =/- 70. DESIGNER |
| | OF RECORD WILL NEED TO PROVIDE ROOF TOP PRESSURES IF |
| | PAREPETS WERE CONSIDERED AND ROOF ZONE LOCATIONS, ZONE |
| | 1, 2 OR 3. |
| | |
| | 4) CENTRIFUGAL ROOF EXHAUST FANS MODEL H-G AND H-GB NOA |
| | 07-0503.07 SPEECS WERE SUBMITTED BUT NOT THE 63 PAGE |
| | NOA. PLEASE SUBMIT ONLY THE APPLICABLE SECTIONS OF THIS |
| | REPORT THAT PERTAIN TO THIS PRODUCT AND INSTALATION. |
| | PLEASE ALSO NOTE PRESSURES FOR THIS ROOF TOP UNIT. |
| | |
| | 5) COMPLIED. ARCH ALUMINUM NOA06-0818.02 NOTE: |
| | NON-IMPACT GLAZING WILL REQUIRE SHUTTERS. |
| | |
| | 6) 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. |
| | |
| | |
