Date |
Text |
2008-11-13 13:41:22 | BUILDING PLAN REVIEW |
| PERMIT: 08110113 |
| ADD: 4801 DRREHER TRAIL N |
| CONT:"PLAN REVIEW/ MAJOR WORKING DRAWING REVIEW" |
| TEL: (561)319-7831 |
| |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| W/ 2007 FBC REVISIONS |
| * WEST PALM BEACH AMENDMENTS |
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| REVIEW |
| ACTION: DENIED |
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| 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. |
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| 1B) THE PERMIT APPLICATION READS UNDER DESCRIPTION OF |
| WORK A 10,000 SQUARE FOOT SLAB. IS THIS TO BE FOR A |
| SLAB OR A MONOLITHIC FOUNDATION? |
| |
| 1C) UNDER THE HEADING ON THE PERMIT APPLICATION |
| "DESCRIBE PROJECT IN DETAIL" PLEASE INDICATE IF THE |
| STRUCTURE THAT WILL BE ERECTED ON THE MONOLITHIC |
| FOUNDATION IF THIS STRUCTURE WILL BE TEMPORARY |
| (LESS THAN 180DAYS) OR PERMANANT. |
| |
| 3103.1 GENERAL. |
| THE PROVISIONS OF THIS SECTION SHALL APPLY TO |
| STRUCTURES ERECTED FOR A PERIOD OF LESS THAN 180 DAYS. |
| TENTS AND OTHER MEMBRANE STRUCTURES ERECTED FOR A |
| PERIOD OF LESS THAN 180 DAYS SHALL COMPLY WITH THE |
| FLORIDA FIRE PREVENTION CODE. THOSE ERECTED FOR A |
| LONGER PERIOD OF TIME SHALL COMPLY WITH APPLICABLE |
| SECTIONS OF THIS CODE. SECTION 3105.5 RIGID AWNINGS AND |
| CANOPY SHUTTERS HAVE DESIGN PRESSURES FOR THERE FRAMES |
| BASED ON A BASIC WIND SPEED OF 90 MPH, TENTS DO NOT |
| HAVE THIS DERATING OF WIND VALUES. PLEASE REVIEW |
| FOUNDATION CALCULATION FOR 140 MPH/ 3 SECOND GUST. |
| |
| 1D) SHEET S-1 UNDER WIND LOADS INDICATES THAT THE |
| STRUCTURE IS DESIGNED FOR 90 MPH WIND SPEED, OUR |
| JURISDICTION IS LOCATED WITHIN A 140 MPH WIND ZONE, 3 |
| SECOND GUST, PLEASE SEE FIGURE 1609. |
| THIS WILL EFFECT THE STRUCTURAL MONOLITHIC FOUNDATION |
| IF IT IS DESIGNED TO ONLY 90 MPH, PLEASE REVISE TO 140 |
| MPH WIND ZONE. |
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| 1E) PLEASE PROVIDE THE USE AND OCCUPANCY, IN ACCORDANCE |
| WITH THE PROVISIONS OF CHAPTER 3. |
| |
| 1F) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6, |
| TABLE 601 , ASSUMED PROPERTY LINE BETWEEN BUILDINGS, |
| TABLE 602 & TABLE 704.8. |
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| 1G) THE OCCUPANT LOAD, SEE 1004. |
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| 1H) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED |
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| 1I) WHETHER THE SPRINKLER SYSTEM IS REQUIRED. |
| |
| 2) 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 . |
| |
| 3) BUILDING PROVISO: 105.13. SPECIAL FOUNDATION PERMIT |
| WHEN APPLICATION FOR A PERMIT TO ERECT OR ENLARGE A |
| BUILDING HAS BEEN FILED, & PENDING ISSUANCE OF SUCH |
| PERMIT, THE BUILDING OFFICIAL MAY, AT HIS/ HER |
| DISCRETION, ISSUE A SPECIAL PERMIT FOR THE FOUNDATION |
| ONLY, UPON WRITTEN REQUEST OF THE OWNER AND CONTRACTOR. |
| THE HOLDER OF SUCH A SPECIAL PERMIT IS PROCEEDING AT |
| HIS OR HER OWN RISK AND WITHOUT ASSURANCE THAT A PERMIT |
| FOR THE REMAINDER OF THE WORK WILL BE GRANTED |
| AND THAT CORRECTIONS WILL NOT BE REQUIRED IN ORDER TO |
| MEET THE PROVISIONS OF THE TECHNICAL CODE. |
| |
| 4) BUILDING PROVISO: 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. |
| |
| 5) BUIULDING PROVISO: FBC BUILDING 3110.1.2 / CITY OF |
| WPB CODE OF ORDINANCES SECTION 94-546. STRUCTURE IS |
| LOCATED IN AN "A" FLOOD ZONE. A FLOOD ELEVATION |
| CERTIFICATE WILL BE REQUIRED. |
| FLOOD ZONE A7 BASE FLOOD 12'-6". |
| |
| JIM WITMER C. B. O. |
| BUILDING PLAN REVIEW II |
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| 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. |
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