| Date |
Text |
| 2010-03-29 13:32:32 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 10030158 |
| | ADD: 690 S FLAGLER DR |
| | CONT: TO BE DETERMINED |
| | CONTACT: ERIC ANDERSON/ ENVIRONMENTAL ANALYST |
| | TEL: (561)233-2514 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | DESIGNER OF RECORD |
| | JASON HANCHUK P.E. |
| | PHONE: NOT PROVIDED! |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | |
| | |
| | |
| | 1) PLEASE PROVIDE 2 SETS OF DOCUMENTS THAT ARE TO BE |
| | PERMITTED. ONE SET OF CONSTRUCTION DOCUMENTS SO |
| | REVIEWED DOCUMENTS SHALL BE RETAINED BY THE BUILDING |
| | OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE |
| | APPLICANT, AND SHALL BE KEPT AT THE SITE OF WORK AND |
| | SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR |
| | A DULY AUTHORIZED REPRESENTATIVE. WEST PALM BEACH |
| | CONSTRUCTION SERVICES ADMINISTRATIVE CODE 106.3.1. THE |
| | DEPARTMENT OF THE ARMY ALSO REQUEST ONE SET OF |
| | DOCUMENTS TO BE AVAILABLE AT THE CONSTRUCTION SITE. |
| | |
| | 2) MISSING DESIGN CRITERIA: 110.2* W. P. B. |
| | ADMINISTRATIVE CODE, INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT IS |
| | DESIGNED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE |
| | PROVISIONS OF CHAPTER 3. |
| | A-5 OCCUPANCY. ASSEMBLY USES INTENDED FOR PARTICIPATION |
| | IN OR VIEWING OUTDOOR ACTIVITIES. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 5, |
| | TABLE 503. |
| | D) THE OCCUPANT LOAD, SEE 1004. |
| | |
| | 3) MISSING INFORMATION: DESIGN CRITERIA LIVE LOADS |
| | DESIGNED TO TABLE 1607.1.(40). |
| | |
| | 4) MISSING WIND DESIGN 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 AND SECTION 1610 FOR LATERAL SOIL |
| | LOADS. |
| | |
| | |
| | |
| | 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: |
| | 4.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 4.2. 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. |
| | |
| | 4.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 4.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. 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. |
| | |
| | 5) 1802.2.1 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | ARE 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. |
| | |
| | 1802.2.4 PILE AND PIER FOUNDATIONS. PILE AND PIER |
| | FOUNDATIONS SHALL BE DESIGNED AND INSTALLED ON THE |
| | BASIS OF A FOUNDATION INVESTIGATION AND REPORT AS |
| | SPECIFIED IN SECTIONS 1802.4 THROUGH 1802.6 AND SECTION |
| | 1808.2.2. |
| | |
| | 1808.2.2 GENERAL. PIER AND PILE FOUNDATIONS SHALL BE |
| | DESIGNED AND INSTALLED ON THE BASIS OF A FOUNDATION |
| | INVESTIGATION AS DEFINED IN SECTION 1802, UNLESS |
| | SUFFICIENT DATA UPON WHICH TO BASE THE DESIGN AND |
| | INSTALLATION IS AVAILABLE. |
| | |
| | THE INVESTIGATION AND REPORT PROVISIONS OF SECTION 1802 |
| | SHALL BE EXPANDED TO INCLUDE, BUT NOT BE LIMITED TO, |
| | THE FOLLOWING: |
| | 1. RECOMMENDED PIER OR PILE TYPES AND INSTALLED |
| | CAPACITIES. |
| | 2. RECOMMENDED CENTER-TO-CENTER SPACING OF PIERS OR |
| | PILES. |
| | 3. DRIVING CRITERIA. |
| | 4. INSTALLATION PROCEDURES. |
| | 5. FIELD INSPECTION AND REPORTING PROCEDURES (TO |
| | INCLUDE PROCEDURES FOR VERIFICATION OF THE INSTALLED |
| | BEARING CAPACITY WHERE REQUIRED). |
| | 6. PIER OR PILE LOAD TEST REQUIREMENTS. |
| | 7. DURABILITY OF PIER OR PILE MATERIALS. |
| | 8. DESIGNATION OF BEARING STRATUM OR STRATA. |
| | 9. REDUCTIONS FOR GROUP ACTION, WHERE NECESSARY. |
| | |
| | |
| | 6) SHEET B2 INDICATES THE USE OF IPE WOOD TO BE USED |
| | FOR DECKING, SIDE RAILS AND TOP RAILS, PLEASE PROVIDE |
| | TESTING DOCUMENTATION FOR FLAME SPREAD AND SMOKE |
| | DEVELOPMENT. SEE TABLE 803.5 NON-SPRINKLERED BUILDINGS. |
| | THIS IS A EXTERIOR USE BUT INCLUDED IN THIS TABLE ARE |
| | TYPE A-5 OCCUPANCIES ( A-5 OCCUPANCY. ASSEMBLY USES |
| | INTENDED FOR PARTICIPATION IN OR VIEWING OUTDOOR |
| | ACTIVITIES). IT APPEARS THIS FINISH SHOULD BE A ???A??? |
| | TYPE RATING. |
| | 803.1. CLASS A: FLAME SPREAD 0-25; SMOKE-DEVELOPED |
| | 0-450. |
| | |
| | 7) ANOTHER ISSUE WITH B2 IS THE GRATING SIZE OF 1 ?? |
| | INCHES SQUARE. PLEASE REVIEW : |
| | 11-4.5.4 GRATINGS. IF GRATINGS ARE LOCATED IN WALKING |
| | SURFACES, THEN THEY SHALL HAVE SPACES NO GREATER THAN |
| | 1/2 INCH (13 MM) WIDE IN ONE DIRECTION [SEE FIGURE |
| | 8(G)]. IF GRATINGS HAVE ELONGATED OPENINGS, THEN THEY |
| | SHALL BE PLACED SO THAT THE LONG DIMENSION IS |
| | PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL [SEE |
| | FIGURE 8(H)]. |
| | |
| | 8) SHEET B9 INDICATES ON THE LAND SIDE OF THE PROJECT A |
| | RAMP. THIS RAMP INDICATES A SLOPE OF 1:20 WHICH |
| | QUALIFIES NOT NEEDING HANDRAILS BUT THE REQUIREMENT FOR |
| | EDGE PROTECTION IS STILL REQUIRED. 1010.9 EDGE |
| | PROTECTION. EDGE PROTECTION COMPLYING WITH SECTION |
| | 1010.9.1 OR 1010.9.2 SHALL BE PROVIDED ON EACH SIDE OF |
| | RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. |
| | |
| | 9) SHEET B9 & B10 INDICATED A STAIR WITH THREE RISERS |
| | MEASURING 7 INCHES OR A TOTAL RISE OF 21 INCHES. THE |
| | PLANS INDICATE AN ELEVEN INCH TREAD PLEASE REVIEW |
| | 1003.5.1 WHERE A CHANGE IN LEVEL MEANS OF EGRESS NOT |
| | EXCEEDING 21 INCHES (533 MM) IS ACHIEVED BY A STAIR, |
| | THE MINIMUM TREAD DEPTH OF SUCH STAIR SHALL BE 13 |
| | INCHES (330 MM) AND THE PRESENCE AND LOCATION OF EACH |
| | STEP SHALL BE READILY APPARENT. |
| | |
| | 10) SHEET B9 THE HANDRAIL INDICATED ON THE LEFT SIDE OF |
| | THE STAIR IS MISSING THE HORIZONTAL EXTENSION PARALLEL |
| | WITH THE FLOOR OR GROUND SURFACE. 11-4.9.4 |
| | |
| | 11) SHEET B9 THE HANDRAIL TO THE RIGHT SIDE OF THE |
| | STAIR IS NOT DEPICTED. B10 DETAIL# 1 DOES NOT INDICATE |
| | THE HANDRAIL NOR HANDRAIL EXTENSIONS SHALL COMPLY WITH |
| | 11-4.4(1) PROTRUDING OBJECTS. . PLEASE ALSO PROVIDE THE |
| | DIMENSION FROM THE BOTTOM OF THE RETURN ON THE HANDRAIL |
| | TO GRADE. |
| | |
| | 12) SHEET B10 DETAIL1 THE STEP BOARDWALK TERMINATION |
| | DETAIL. PLEASE PROVIDE THE ELEVATIONS AT THE BULKHEAD |
| | AND THE END OF THE TRANSITION WHERE THE 1: 20 SLOPE |
| | ENDS, ALSO PROVIDE THE DISTANCE BETWEEN THE TWO POINTS |
| | SO THIS AREA CAN BE REVIEWED TO DETERMINE IF THIS IS TO |
| | BE CONSIDERED A RAMP WITH HANDRAIL REQUIREMENTS. |
| | 11-4.8. |
| | |
| | 13) SHEET B7 DETAIL# 1 INDICATES THE USE OF GALVANIZED |
| | ROOFING PANELS AND NOA, NOTICE OF ACCEPTANCE REPORT |
| | WHICH IS A MIAMI-DADE REPORT. NO SUCH REPORT WAS |
| | SUBMITTED AT THIS TIME, THE PLANS ALSO DO NOT PROVIDE |
| | WIND PRESSURES FOR THIS STRUCTURE. RULE 9B-72(31)(D). |
| | |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES |
| | DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER |
| | NOTICE. |
| | |
| | OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM |
| | - 5:00 PM. |
| | |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | 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. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
| | |
