| Date |
Text |
| 2007-04-30 15:24:15 | BUILDING PLAN REVIEW |
| | PERMIT: 07040518 |
| | ADD: 719 EXECUTIVE CENTRE DR. |
| | CONT: BORAN CRAIG BARBER ENGEL CONST. CO. |
| | TEL: (239)643-3343 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW 1ST. |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 2)PROVIDE DETAIL ELEVATION DRAWINGS OF THE |
| | STAIRS/RAMP AND PLATFORM OF THE STRUCTURE. ALSO PROVIDE |
| | THE CROSS SECTION DETAILS. |
| | FBC. 106.1.1 CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED. (SECTION106.3.5) |
| | |
| | 3)11-4.8.2 SLOPE & RISE. THE LEAST |
| | POSSIBLE SLOPE SHALL BE USED FOR ANY |
| | RAMP. THE MAXIMUM SLOPE FOR A RAMP IN |
| | NEW CONSTRUCTION SHALL BE 1 TO 12. THE |
| | MAXIMUM RISE FOR RUN SHALL BE 30" (SEE |
| | FIGURE 16). |
| | 11-4.8.3. CLEAR WIDTH. THE MINIMUM |
| | CLEAR WIDTH OF A RAMP SHALL BE 36". |
| | EXCEPTION: RAMPS THAT ARE PART OF A |
| | REQUIRED MEANS OF EGRESS SHALL NOT BE |
| | LESS THAN 44 INCHES WIDE. |
| | 11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARENCE. |
| | 11-4.8.4(3) IF RAMPS CHANGE DIREC- |
| | TION AT LANDINGS, THE MINIMUM LANDING |
| | SIZE SHALL BE 60" X 60". |
| | 11.4.8.5. HANDRAILS: IF A RAMP HAS |
| | A RISE GREATER THAN 6" OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72", THEN IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 4)11-4.6.2ACCESSIBLE PARKING SPACES SERVING A |
| | PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST |
| | SAFELY ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING |
| | TO AN ACCESSIBLE ENTRANCE. THE HANDICAP PARKING IS |
| | LOCATED WHERE THE PERSON WILL HAVE TO TRAVEL ACCROSS |
| | TRAFFIC. |
| | |
| | 5)THE APPLICATION IS FOR A TEMPORARY SALET TRAILER. |
| | NOTE: PERMITS FOR TEMPORARY STRUCTURES SHALL NOT PE |
| | PEMITTED FOR MORE THAN 180 DAYS. FBC. 107.1 |
| | 107.2 TEMPORARY STRUCTURES AND USES SHALL COMFORM TO |
| | THE STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, |
| | ACCESSIBILITY, LIGHT, VENTILATION AND SANITARY |
| | REQUIREMENTS OF THIS CODE AS NECESSARY TO ENSURE THE |
| | PUBLIC HEALTH, SAFETY AND GENERAL WELFARE. |
| | |
| | 6)2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 7)FBC. 1805.4.3 THE DESIGN, MATERIALS AND |
| | CONSTRUCTION OF MASONRY-UNIT FOOTINGS SHALL COMPLY WITH |
| | SECTIONS 1805.4.3.1 AND 1805.4.3.2 AND THE PROVIXIONS |
| | OF CH.21. THE THICKNESS OF THE MASONTY-UNIT FOOTING |
| | SHALL NOT BE LESS THAN 6 INCHES. |
| | |
| | 8)1802.2.1 WHERE THE SAFE-SUSTAINING POWER OF THE |
| | SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE |
| | SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| | BUILDING OFFICIAL SHALL REQUIRE THAT THE NECESSARY |
| | INVESTIGATION BE MADE. SUCH INVESTIGATION SHALL COMPLY |
| | WITH THE PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 |
| | . |
| | |
| | 1804.3 LATERAL SLIDING RESISTANCE. |
| | THE RESISTANCE OF STRUCTURAL WALLS TO LATERAL SLIDING |
| | SHALL BE CALCULATED BY COMBINING THE VALUES DERIVED |
| | FROM THE LATERAL BEARING AND THE LATERAL SLIDING |
| | RESISTANCE SHOWN IN TABLE 1804.2 UNLESS DATA TO |
| | SUBSTANTIATE THE USE OF HIGHER VALUES ARE SUBMITTED FOR |
| | APPROVAL. |
| | |
| | 9)THE SIGNATURE ON THE ENERGY EFFICIENCY REPORT IS A |
| | PHOTO- COPY.ALL INFORMATION BEING FILED FOR PUBLIC |
| | RECORS SHALL CONTAIN THE ORIGINAL DATE AND SIGNATURE OF |
| | THE PERSON RESPONSIBLE. FS 481.221/471.025 AND F.A.C. |
| | 61G15-23.002 FOR MORE INFORMATION. |
| | |
| | 10)FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE |
| | RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: |
| | 713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT |
| | THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 11)11-4.1.2(1)AT LEAST ONE ACCESSIBLE ROUTE |
| | COMPLYING WITH SECTION 11-4.3 SHALL BE PROVIDED WITHIN |
| | THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION |
| | STOPS, ACCESSIBLE PARKING SPACES, PASSENGER LOADING |
| | ZONES IF PROVIDED, AND PUBLIC STREETS OR SIDEWALKS, TO |
| | AN ACCESSIBLE BUILDING ENTRANCE. |
| | |
| | NOTE: ON SHEET A-1 (2)REMOVE THE CODE REVIEW- |
| | HIGHRISE INFORMATION FROM THE DRAWINGS. THIS |
| | INFORMATION HAS NOTHING TO DO WITH THIS PROJECT |
| | THEREFORE IS SHALL BE REMOVED FROM THE DRAWINGS. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | 805-6726 |
| | |
| | |
