Date |
Text |
2015-05-18 07:50:20 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15030731 / STRUCTURE ONLY PERMIT |
| ADD: 333 FERN ST. |
| CONT: KAST CONSTRUCTION |
| CONTACT : |
| TEL: (561)689-2910 |
| E-MAIL: [email protected] |
| |
| 2010 FLORIDA BUILDING CODE W |
| * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| |
| 1ST REVIEW |
| DATE: MAY 18 /2015 |
| ACTION: DENIED |
| |
| |
| 1) FOR THE STRUCTURE ONLY PERMIT PLEASE NOTE THIS |
| PERMIT IS AT THE CONTRACTORS OWN RISK!!!! |
| 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 107.3.3 PHASED |
| APPROVAL. THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE |
| A PERMIT FOR THE CONSTRUCTION OF FOUNDATIONS OR ANY |
| OTHER PART OF A BUILDING OR STRUCTURE BEFORE THE |
| CONSTRUCTION DOCUMENTS FOR THE WHOLE BUILDING OR |
| STRUCTURE HAVE BEEN SUBMITTED, PROVIDED THAT ADEQUATE |
| INFORMATION AND DETAILED STATEMENTS HAVE BEEN FILED |
| COMPLYING WITH PERTINENT REQUIREMENTS OF THIS CODE. THE |
| HOLDER OF SUCH PERMIT FOR THE FOUNDATION OR OTHER PARTS |
| OF A BUILDING OR STRUCTURE SHALL PROCEED AT THE |
| HOLDER?S OWN RISK WITH THE BUILDING OPERATION AND |
| WITHOUT ASSURANCE THAT A PERMIT FOR THE ENTIRE |
| STRUCTURE WILL BE GRANTED. |
| |
| 2) THE PERMIT APPLICATION FOR THIS PERMIT UNDER THE |
| HEADING SCOPE OF WORK HAS INCLUDED THE FOLLOWING: |
| STRUCTURE ONLY TO INCLUDE FOUNDATIONS, STRUCTURAL |
| CONCRETE AND EXTERIOR MASONRY. THE QUESTION TO BE |
| ASKED, IS THE AUGURED CAST PILE INCLUDED IN THIS PERMIT |
| & THE TERM EXTERIOR MASONRY OR ALL MASONRY WALLS |
| INCLUDED UNDER THIS PERMIT. THE DESCRIPTION OF WORK |
| DOES NOT INCLUDE ANY COMPONENTS AND CLADDING OR |
| STUCCOING OF THE EXTERIOR OF THE BUILDING OR PARKING |
| AREAS? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 3) THERE ARE (2) OTHER AREAS THAT WILL NEED TO BE |
| CLEARED UP AS TO IF A REVISION WILL BE REQUIRED. |
| THE SOILS REPORT INDICATED THIS SITE HAD LOOSE TO VERY |
| LOOSE SOILS AND VIBROFLOTATION WOULD POSSIBLY HARM |
| STRUCTURES CLOSE BY. THE RECOMMENDATION WAS AUGURED |
| CAST PILING FOR THE SITE AND THE UNDER PINNING OF THE |
| STRUCTURE TO THE NORTH. |
| 3A) THE UNDERPINNING OF THE STRUCTURE TO THE NORTH |
| REQUIRES THE OWNERS APPROVAL AND SINCE IT HAS ITS OWN |
| SEPARATE ADDRESS & PCN NUMBER AA SEPARATE PERMIT. |
| |
| 3B) THE 2ND ISSUE THAT WAS BROUGHT UP IN A MEETING |
| 5/12/2015 WITH THE KAST PROJECT MANAGER FOR THE SITE |
| MATT STILL WAS SHEET PILING THE PERIMETER OF THE SITE. |
| THIS BROUGHT UP CONCERN SINCE THE SOILS REPORT |
| RECOMMENDED AGAINST ANY ACTION THAT CAUSES EARTH |
| VIBRATION SUCH AS VIBROFLOTATION OR SHEET PILE THAT ARE |
| EITHER DRIVEN OR VIBRATED INTO THE SOILS. THE USE OF |
| SHEET PILE ON THE PROPERTY LINE WILL ALSO CAUSE THE |
| PILE CAP DESIGN TO BE ALTERED TO ACCOMMODATE THE SHEET |
| PILE, THE PLANS SHOW A VERSION 2 ON THIS PLAN BUT NOT |
| ON THE MAIN BUILDING PLANS. THE SOIL REPORT ALSO |
| INCLUDED HOW TO SHORE UP THE UNITIES IN THE ALLEY. IN |
| SPEAKING WITH JIM BOYCE WITH KALTER IT SEEMS THEY WILL |
| NEED TO DECIDE HOW THEY WILL PROCEED WITH THIS PORTION |
| OF THE PROJECT. |
| |
| 2010 FBC-B 3304.1.1 SLOPE LIMITS. SLOPES FOR PERMANENT |
| FILL SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO |
| UNITS HORIZONTAL (50-PERCENT SLOPE). CUT SLOPES FOR |
| PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE |
| UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT |
| SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR |
| CUT SLOPES SHALL BE PERMITTED ONLY UPON THE |
| PRESENTATION OF A SOIL INVESTIGATION REPORT ACCEPTABLE |
| TO THE BUILDING OFFICIAL. |
| |
| 3304.1.2 SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS |
| SHALL BE PLACED ADJACENT TO ANY BUILDING OR STRUCTURE |
| UNLESS SUCH BUILDING OR STRUCTURE IS CAPABLE OF |
| WITHSTANDING THE ADDITIONAL LOADS CAUSED BY THE FILL OR |
| SURCHARGE. EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN |
| BE AFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED |
| ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT |
| AND SHALL BE PROTECTED AGAINST LATER MOVEMENT. |
| |
| 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC AND |
| PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING |
| CONSTRUCTION, REMODELING AND DEMOLITION WORK. |
| PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS, |
| PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. PROVISIONS |
| SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION |
| DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE |
| PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL |
| PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING |
| BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE |
| MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE |
| PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT |
| LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE |
| OF THE EXCAVATION. |
| |
| 3303.5 WATER ACCUMULATION. PROVISION SHALL BE MADE TO |
| PREVENT THE ACCUMULATION OF WATER OR DAMAGE TO ANY |
| FOUNDATIONS ON THE PREMISES OR THE ADJOINING PROPERTY. |
| |
| 4) NOTICE ONLY; THIS NOTICE IS PUT ON THIS PORTION OF |
| THE PROJECT PLEASE CONTACT YOUR ZONING PLAN REVIEWER TO |
| SEE IF IT APPLIES TO THE WHOLE BUILDING OR TO EACH |
| PHASE OF THE STRUCTURE? THE CITY OF WEST PALM BEACH ART |
| IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES TO |
| ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH THE |
| PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE |
| TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR |
| GREATER THAN $500,000. PER CITY OF WEST PALM BEACH |
| ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE |
| OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION |
| 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS |
| 1% OF THE TOTAL PROJECT CONSTRUCTION COST. |
| |
| PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| PROJECTS. |
| |
| 5) PLEASE PROVIDE A SURVEY WITH THE PROPOSED OVERLAY OF |
| THE BUILDING TO VERIFY THE ACTUAL DISTANCE FROM |
| PROPERTY LINES. 2010 FBC-B TABLE 602. THE CURRENT |
| SURVEY SUBMITTED INDICATES THIS PROPOSED STRUCTURE WILL |
| BE LOCATED ON LOTS 11-15 OF BLOCK 10. A REPLAT WILL BE |
| REQUIRED TO ELIMINATE THE BUILDING GOING PAST PROPERTY |
| LINES. TABLE 602. |
| |
| 6) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING. |
| ?THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS |
| GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH |
| HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN |
| THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. |
| IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| PERSONS. |
| |
| 6A) THRESHOLD INSPECTION PLAN FL S. S. 553.71(7). 2010 |
| WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1 THE ENFORCING |
| AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| WITH THE PERMITTED DOCUMENTS. |
| |
| 6B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD |
| BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS |
| ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL |
| INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER |
| INFORMATION BEFORE THE PERMIT MAY BE ISSUED. |
| FORMS WERE SENT TO: : [email protected] AT |
| 05/09/2015 02:09 PM. |
| |
| 6C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| FLORIDA STATUTE. |
| |
| 6D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| MEETING THE ABOVE CRITERIA. |
| CONTACT KEN CONRAD |
| TEL: 561-805-6666 |
| E-MAIL: [email protected] |
| |
| 6E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE |
| SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD: |
| [email protected] |
| |
| 6F) FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE |
| PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND |
| BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO |
| SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR |
| THE THRESHOLD INSPECTOR, THE OTHER FOR THE MEP |
| INSPECTORS. |
| |
| 6G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR |
| IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE |
| INSPECTIONS. |
| |
| 6H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES |
| FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER |
| HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE |
| MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR |
| WALLS AND CEILINGS. |
| |
| 7) THIS MAY OR MAY NOT APPLY TO THIS PERMIT DEPENDING |
| IF COMPONENTS AND CLADDING ARE GOING TO BE INCLUDED. ) |
| PAGES 163 S1.13 AND 164 S1.14. NOTE # 1 ON THESE SHEETS |
| INDICATE THE PRESSURES WERE CALCULATED USING THE |
| CALCULATED BY CODE ANALYTICAL METHODS. THIS TERM |
| ANALYTICAL METHOD DOES NOT SHOW UP IN THE CODE WHEN A |
| WORD SEARCH IS COMPLETED. IT WOULD APPEAR THAT A WIND |
| TUNNEL TEST WAS COMPLETED AS ALLOWED BY FBC-B 1609.1.1 |
| EXCEPTION 6. WIND TUNNEL TEST ARE TO BE IN ACCORDANCE |
| WITH CHAPTER 31 OF ASCE 7. PLEASE PROVIDE THE SIGNED |
| AND SEALED WIND TUNNEL TEST OR PROVIDE HOW THESE |
| PRESSURES WERE DERIVED. |
| |
| 8) 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. |
| |
| 9) PLEASE SHOW COMPLIANCE WITH : |
| |
| 9A) FBC-B 3308.2 UTILITY FIXTURES.BUILDING MATERIALS, |
| FENCES, SHEDS OR ANY OBSTRUCTION OF ANY KIND SHALL NOT |
| BE PLACED SO AS TO OBSTRUCT FREE APPROACH TO ANY FIRE |
| HYDRANT, FIRE DEPARTMENT CONNECTION, UTILITY POLE, |
| MANHOLE, FIRE ALARM BOX OR CATCH BASIN, OR SO AS TO |
| INTERFERE WITH THE PASSAGE OF WATER IN THE GUTTER. |
| PROTECTION AGAINST DAMAGE SHALL BE PROVIDED TO SUCH |
| UTILITY FIXTURES DURING THE PROGRESS OF THE WORK, BUT |
| SIGHT OF THEM SHALL NOT BE OBSTRUCTED. |
| |
| 9B)FBC-B 3306.9 ADJACENT TO EXCAVATIONS. |
| EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR |
| LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A |
| BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE |
| LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT |
| LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE |
| BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE |
| STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN |
| CHAPTER 16. |
| |
| 9C) FBC-B 3306.1 PROTECTION REQUIRED. PEDESTRIANS SHALL |
| BE PROTECTED DURING CONSTRUCTION, REMODELING AND |
| DEMOLITION ACTIVITIES AS REQUIRED BY THIS CHAPTER AND |
| TABLE 3306.1. SIGNS SHALL BE PROVIDED TO DIRECT |
| PEDESTRIAN TRAFFIC. |
| |
| 9D) FBC-B 3306.5 BARRIERS. BARRIERS SHALL BE A MINIMUM |
| OF 8 FEET (2438 MM) IN HEIGHT AND SHALL BE PLACED ON |
| THE SIDE OF THE WALKWAY NEAREST THE CONSTRUCTION. |
| BARRIERS SHALL EXTEND THE ENTIRE LENGTH OF THE |
| CONSTRUCTION SITE. OPENINGS IN SUCH BARRIERS SHALL BE |
| PROTECTED BY DOORS WHICH ARE NORMALLY KEPT CLOSE |
| |
| 9E)FBC-B [F] 3309.1 WHERE REQUIRED. ALL STRUCTURES |
| UNDER CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE |
| PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE |
| EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AND SIZED |
| FOR NOT LESS THAN ORDINARY HAZARD AS FOLLOWS: |
| 1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE |
| COMBUSTIBLE MATERIALS HAVE ACCUMULATED. |
| 2. IN EVERY STORAGE AND CONSTRUCTION SHED. |
| 3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE |
| PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE |
| STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. |
| |
| 9F) FBC-B 3309.2 FIRE HAZARDS. |
| THE PROVISIONS OF THIS CODE AND THE FLORIDA FIRE |
| PREVENTION CODE SHALL BE STRICTLY OBSERVED TO SAFEGUARD |
| AGAINST ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION |
| OPERATIONS. |
| |
| 9G) [F] 3311.1 WHERE REQUIRED. IN BUILDINGS REQUIRED TO |
| HAVE STANDPIPES BY SECTION 905.3.1, NOT LESS THAN ONE |
| STANDPIPE SHALL BE PROVIDED FOR USE DURING |
| CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN |
| THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FEET |
| (12 192 MM) IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE |
| DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE SHALL BE |
| PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT |
| ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH |
| STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES |
| TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF |
| CONSTRUCTION HAVING SECURED DECKING OR FLOORING. |
| |
| 9H) [F] 3312.1 COMPLETION BEFORE OCCUPANCY. |
| IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS |
| REQUIRED BY THIS CODE, IT SHALL BE UNLAWFUL TO OCCUPY |
| ANY PORTION OF A BUILDING OR STRUCTURE UNTIL THE |
| AUTOMATIC SPRINKLER SYSTEM INSTALLATION HAS BEEN TESTED |
| AND APPROVED, EXCEPT AS PROVIDED IN SECTION 111.3. |
| |
| 9H) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION |
| ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A |
| MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF |
| ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO |
| AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE |
| APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS |
| AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS |
| INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST, |
| NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE |
| STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION |
| ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE |
| WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY |
| REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| ENGINEERING STANDARDS TO PRESERVE THE |
| POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY, |
| DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW |
| RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A |
| PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| OF THE FINAL INSPECTION. |
| |
| 9I) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE |
| UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED |
| MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS. |
| AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE |
| HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH |
| CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE |
| EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN |
| SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH |
| CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY |
| PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE |
| CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24 |
| HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE |
| SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO |
| THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS |
| SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO |
| SECTION 113 OF THIS CHAPTER. |
| |
| 10) 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. |
| |
| A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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