| Date |
Text |
| 2007-07-31 20:57:15 | TEMP SALES 915 S DIXIE 07060602 |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07060602 |
| | ADD: 915 S DIXIE HWY |
| | CONT: POPPER & ASSOCIATES AUTOMOTIVE |
| | TEL: (561)719-7131 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | 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 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. |
| | |
| | 2) FL S S 713.13NOTICE 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. |
| | |
| | 3) THE PERMIT APPLICATION INDICATES THIS STRUCTURE IS |
| | TO BE TEMPORARY IN NATURE. BY DEFINITION THIS IS : |
| | 107.1 GENERAL.THE BUILDING OFFICIAL IS AUTHORIZED TO |
| | ISSUE A PERMIT FOR TEMPORARY STRUCTURES AND TEMPORARY |
| | USES. SUCH PERMITS SHALL BE LIMITED AS TO TIME OF |
| | SERVICE, BUT SHALL NOT BE PERMITTED FOR MORE THAN 180 |
| | DAYS. THE BUILDING OFFICIAL IS AUTHORIZED TO GRANT |
| | EXTENSIONS FOR DEMONSTRATED CAUSE. |
| | 107.2 CONFORMANCE. TEMPORARY STRUCTURES AND USES SHALL |
| | CONFORM 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. |
| | PLEASE HAVE THE OWNER WRIGHT A NOTIRIZED LETTER |
| | INDICATING THAT THEY ARE AWARE A TEMPORARY STRUCTURE |
| | WILL BE ALLOWED FOR NO MORE THAN 180 DAYS. |
| | |
| | 4) PLEASE PROVIDE A SITE PLAN PROVIDING THE FOLLOWING |
| | INFORMATION: AN ACCESSIBLE SITE SHALL MEET THE |
| | FOLLOWING MINIMUM REQUIREMENTS: |
| | (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. |
| | (2)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH |
| | SECTION 11-4.3 SHALL CONNECT ACCESSIBLE BUILDINGS, |
| | ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND |
| | ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. |
| | (3)ALL OBJECTS THAT PROTRUDE FROM SURFACES OR |
| | POSTS INTO CIRCULATION PATHS SHALL COMPLY WITH SECTION |
| | 11-4.4 . |
| | (4)GROUND SURFACES ALONG ACCESSIBLE ROUTES AND IN |
| | ACCESSIBLE SPACES SHALL COMPLY WITH SECTION 11-4 (5) |
| | PLEASE PROVIDE THE DISABLED PARKING AND ACCESS AISLE. |
| | |
| | 5) SITE PLAN THAT INDICATES THE TRAILER LOCATION ALSO |
| | INDICATES THE USE OF STAIRS, RAMPS AND LANDINGS PLEASE |
| | PROVIDE PLANS, DETAILS & DIMENSIONS FOR HOW THIS WILL |
| | BE ACCOMPLISHED. |
| | A) 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). |
| | B) 11-4.8.3. CLEAR WIDTH. THE MINIMUMCLEAR WIDTH |
| | OF A RAMP SHALL BE 36". EXCEPTION: RAMPS THAT ARE PART |
| | OF A REQUIRED MEANS OF EGRESS SHALL NOT BELESS THAN |
| | 44 INCHES WIDE. |
| | C) 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. |
| | D) 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. |
| | |
| | 6) FOR THE SITE BUILT STAIRS LANDINGS AND RAMP PLEASE |
| | PROVIDE THE FOLLOWING DESIGN INFORMATION ON THE PLAN: |
| | 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)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF |
| | |
| | 7) SHEETS 1-3 OF THE GE CAPITAL MODULAR SPACE ARE |
| | REVIEWED BY THE STATE. SHEET 4 NOTE 4 INDICATES THAT |
| | THE MINIMUM SAFE BEARING VALUE IS TO BE 2000 PSF AND TO |
| | BE VARIFIED BY THE BUILDINGS OWNER. PLEASE PROVIDE(2) |
| | ORIGINAL SIGNED & SEALED SOILS REPORT.1802.2.1 |
| | QUESTIONABLE SOIL. |
| | 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 . |
| | |
| | 8) SHEET # 4 IS ALSO TO BE DESIGNED TO THE CURRENT 2004 |
| | FBCWHICH RECONIZES ASCE 7-02 NOT THE 7-98. PLEASE |
| | CORRECT. |
| | |
| | 9) PLANS INDICATE THE USE OF 4" THICK ABS PADS OR 4X16 |
| | CONCRETE PADS. FOR TEMPORARY STRUCTURES THIS BUILDING |
| | IS STILL TO CONFORM TO THE FBC 107.2 CONFORMANCE. |
| | TEMPORARY STRUCTURES AND USES SHALL CONFORM 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. THE |
| | FOUNDATION SHALL BE 12" BELOW GRADE,1805.2 DEPTH OF |
| | FOOTINGS. |
| | THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED |
| | GROUND SURFACE SHALL BE 12 INCHES (305 MM). WHERE |
| | APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO |
| | SECTIONS 1805.2.1 THROUGH 1805.2.3 . |
| | |
| | 10) PLEASE INDICATE IF THE DESIGN PROFESSIONAL IS GOING |
| | TO PROVIDE A PERMANENT FOUNDATION AND STEM WALL OR IF |
| | OTHER MATERIALS AND METHODS ARE TO BE EMPLOYED? 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 11)BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, |
| | IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. THE |
| | ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 12) THE PERMIT VALUATION APPEARS TO BE CONSIDERALLY |
| | LOW, IF NOT CORRECTED THE CITY WILL USE MARSHALL AND |
| | SWIFT TO EVALUATE WHAT THE PERMIT FEES WILL BE. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | |
| | BUILDING PLAN REVIEW II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
