| Date |
Text |
| 2009-05-06 12:19:37 | |
| | BUILDING PLAN REVIEW |
| | PERMIT:09030299 |
| | ADD: 6921 ISLA VISTA DR |
| | CONT: EMERGENCY POWER SYSTEMS INC. |
| | TEL: (561)723-5523 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | BUILDING: |
| | |
| | 1A) INFORMATIONAL: 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 MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDINGCODE, RESIDENTIAL WITH 2009 SUPPLEMENTS. |
| | |
| | |
| | 2) MISSING WIND DESIGN: |
| | 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) PLEASE PROVIDE MANUFACTUREERS INFORMATION ON THE |
| | PRECAST FACTORY (CONCAST) PAD, IT MAY BE APPROVED BY |
| | PALM BCH CTY, BUT THIS IS JOB LOCATION IS NOT WITHIN |
| | PALM BEACH COUNTY UNINCORPORATED JURISDICTION. SHOW |
| | PRODUCT APPROVAL FOR USE IN THIS WIND ZONE. R401.2 |
| | REQUIREMENTS FOUNDATIONS SHALL BE ABLE TO RESISST ALL |
| | LOADS FROM UPLIFT AND OVERTURNING. |
| | R402.3 PRECAST CONCRETE. APPROVED PRECAST CONCRETE |
| | FOUNDATIONS SHALL BE DESIGNED AND INSTALLED IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE |
| | MANUFACTURERS INSTALLATION INSTRUCTIONS, PLEASE |
| | PROVIDE. |
| | |
| | |
| | MECHANICAL: |
| | |
| | 1) PLEASE INDICATE ON EITHER A SURVEY OR SITE PLAN THE |
| | LOCATION OFTHE GENERATOR, THE DISTANCE FROM PROPERTY |
| | LINES AND FROM BUILDINGS, PLEASE ALSO INDICATE ON THE |
| | SITE PLAN ANY DOORS OR WINDOWS AND THE DISTANCE AWAY |
| | FROM THE GENERATOR. PROVIDE PLANS ENOUGH TO VERIFY |
| | LOCATION OF GENERATOR VERSES BUILDING OPENINGS WINDOWS, |
| | DOORS OR SOFFIT TYPE VENTS, ETC. |
| | |
| | MECHANICAL CODE |
| | 804.3.4 HORIZONTAL TERMINATIONS. HORIZONTAL |
| | TERMINATIONS SHALL COMPLY WITH THE FOLLOWING |
| | REQUIREMENTS: |
| | 1. WHERE LOCATED ADJACENT TO WALKWAYS, THE TERMINATION |
| | OF MECHANICAL DRAFT SYSTEMS SHALL BE NOT LESS THAN 7 |
| | FEET (2134 MM) ABOVE THE LEVEL OF THE WALKWAY. |
| | |
| | 2. VENTS SHALL TERMINATE AT LEAST 3 FEET (914 MM) ABOVE |
| | ANY FORCED AIR INLET LOCATED WITHIN 10 FEET (3048 MM). |
| | |
| | 3. THE VENT SYSTEM SHALL TERMINATE AT LEAST 4 FEET |
| | (1219 MM) BELOW, 4 FEET (1219 MM) HORIZONTALLY FROM OR |
| | 1 FOOT (305 MM) ABOVE ANY DOOR, WINDOW OR GRAVITY AIR |
| | INLET INTO THE BUILDING. |
| | |
| | 4. THE VENT TERMINATION POINT SHALL NOT BE LOCATED |
| | CLOSER THAN 3 FEET (914 MM) TO AN INTERIOR CORNER |
| | FORMED BY TWO WALLS PERPENDICULAR TO EACH OTHER. |
| | |
| | 5. THE VENT TERMINATION SHALL NOT BE MOUNTED DIRECTLY |
| | ABOVE OR WITHIN 3 FEET (914 MM) HORIZONTALLY FROM AN |
| | OIL TANK VENT OR GAS METER. |
| | |
| | 6. THE BOTTOM OF THE VENT TERMINATION SHALL BE LOCATED |
| | AT LEAST 12 INCHES (305 MM) ABOVE FINISHED GRADE. |
| | |
| | 804.3.5 VERTICAL TERMINATIONS. |
| | VERTICAL TERMINATIONS SHALL COMPLY WITH THE FOLLOWING |
| | REQUIREMENTS: |
| | 1. WHERE LOCATED ADJACENT TO WALKWAYS, THE TERMINATION |
| | OF MECHANICAL DRAFT SYSTEMS SHALL BE NOT LESS THAN 7 |
| | FEET (2134 MM) ABOVE THE LEVEL OF THE WALKWAY. |
| | |
| | 2. VENTS SHALL TERMINATE AT LEAST 3 FEET (914 MM) ABOVE |
| | ANY FORCED AIR INLET LOCATED WITHIN 10 FEET (3048 MM). |
| | |
| | 3. WHERE THE VENT TERMINATION IS LOCATED BELOW AN |
| | ADJACENT ROOF STRUCTURE, THE TERMINATION POINT SHALL BE |
| | LOCATED AT LEAST 3 FEET (914 MM) FROM SUCH STRUCTURE. |
| | |
| | 4. THE VENT SHALL TERMINATE AT LEAST 4 FEET (1219 MM) |
| | BELOW, 4 FEET (1219 MM) HORIZONTALLY FROM, OR 1 FOOT |
| | (305 MM) ABOVE ANY DOOR, WINDOW OR GRAVITY AIR INLET |
| | FOR THE BUILDING. |
| | |
| | 5. A VENT CAP SHALL BE INSTALLED TO PREVENT RAIN FROM |
| | ENTERING THE VENT SYSTEM. |
| | |
| | 6. THE VENT TERMINATION SHALL BE LOCATED AT LEAST 3 |
| | FEET (914 MM) HORIZONTALLY FROM ANY PORTION OF THE ROOF |
| | STRUCTURE. |
| | |
| | 501.2 OUTDOOR DISCHARGE. |
| | THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM |
| | SHALL BE DISCHARGED OUTDOORS AT A POINT WHERE IT WILL |
| | NOT CAUSE A NUISANCE AND FROM WHICH IT CANNOT AGAIN BE |
| | READILY DRAWN IN BY A |
| | VENTILATING SYSTEM. AIR SHALL NOT BE EXHAUSTED INTO AN |
| | ATTIC OR CRAWL SPACE |
| | |
| | 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. |
