| Date |
Text |
| 2013-06-06 09:23:35 | BUILDING PLAN REVIEW |
| | PERMIT: 13020675 |
| | ADD: 2015 PARKER AVE |
| | CONT: TBD |
| | TEL: (561)502-2166 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: JUNE 06/2013 |
| | ACTION: DENIED |
| | STRUCTURE SIZE 26 X 30 = 780 SQ FT |
| | |
| | 1) THE SURVEY FROM MILLER LAND SURVEYING INDICATES A |
| | FLOOD ZONE "B". THE EXISTING ONE STORY SANCTUARY IS |
| | LOCATED IN A "B" FLOOD ZONE BUT LOT LOT IS SPLIT BY A |
| | FLOOD ZONE A9, BASE FLOOD ELEVATION OF 13.00 FT, PLUS 6 |
| | INCH, OR 13.5' NGVD CITY CODE OF ORDINANCES MUIN CODE |
| | 94-546. SINCE THIS IS CONSIDERED COMMECIAL PROPERTY THE |
| | ALTERNATIVE WOULD BE TO FLOOD PROOF 6 INCHES ABOVE THE |
| | BASE FLOOD ELEVATION. THE OTHER ALTERNATIVE WOULD BE TO |
| | MOVE THE LOCATION OF THE PROPOSED STRUCTURE TO A |
| | LOCATION OUT OF THE A9 FLOOD ZONE. |
| | 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 AT |
| | TIME OF: |
| | 1) PROPOSED ELEVATION BEFORE PERMIT ISSUANCE |
| | 2) AFTER THE FINISH FLOOR SLAB IS POURED |
| | 3) BEFORE THE ISSUANCE OF CERTIFICATE OF OCCUPANCY |
| | |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | JULY 31,2015 |
| | |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2012, THROUGH JULY 31/ 2015. |
| | THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL |
| | SEPTEMBER 30/ 2013. ALTHOUGH THE OLD VERSION OF THE |
| | FORM IS NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING |
| | COPIES MAY BE USED UNTIL SEPTEMBER 30/2013. ELEVATIONS |
| | CERTIFIED ON OR AFTER OCTOBER 1/2013, MUST BE SUBMITTED |
| | ON THE NEW FORM. |
| | |
| | ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW |
| | FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 2) THE ENGINEERING SHEET FROM STEEL MASTER BUILDING |
| | INDICATES THE DESIGN TO CONFORM TO ASCE 7-10, THE WIND |
| | DESIGN CRITERIA DOES NOT INDICATE IF THE DESIGN |
| | PRESSURES WERE FIGURED ON A OPEN OR A ENCLOSED DESIGN |
| | SINCE THE ENGINEERING SHEET REFERANCES BOTH. THE PERMIT |
| | APPLICATION INDICATES THE END USAGE TO BE A STORAGE |
| | UNIT TO BE USED FOR THE CHURCH, AGAIN THE ENGINEERING |
| | FOR THIS STRUCTURE INDICATES THE DESIGN CATEGORY TO BE |
| | USED AS A AGRICULTURAL BUILDING PLEASE CLARIFY |
| | DISCREPANCIES. IF END WALLS ARE TO BE PROVIDED AS PART |
| | OF THE DESIGN PLEASE PROVIDE DETAILS. |
| | |
| | 2010 WEST PALM BEACH ADMINISTRATIVE CODE 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | 2.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| | TABLE 1609.2(2) . |
| | |
| | 3) DESIGNER OF RECORD TO DECLARE OCCUPANCY TYPE FOR THE |
| | STRUCTURE, STORAGE OR UTILITY? 2010 FBC-B 302.1(9-10). |
| | |
| | 4) FBC-B 1803.5.2/ 1803.5.2 QUESTIONABLE SOIL. |
| | WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| | 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 BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | 1803.6 REPORTING. |
| | WHERE GEOTECHNICAL INVESTIGATIONS ARE REQUIRED, A |
| | WRITTEN REPORT OF THE INVESTIGATIONS SHALL BE SUBMITTED |
| | TO THE BUILDING OFFICIAL BY THE OWNER OR AUTHORIZED |
| | AGENT AT THE TIME OF PERMIT APPLICATION. THIS |
| | GEOTECHNICAL REPORT SHALL INCLUDE, BUT NEED NOT BE |
| | LIMITED TO, THE FOLLOWING INFORMATION: |
| | 1. A PLOT SHOWING THE LOCATION OF THE SOIL |
| | INVESTIGATIONS. |
| | 2. A COMPLETE RECORD OF THE SOIL BORING AND PENETRATION |
| | TEST LOGS AND SOIL SAMPLES. |
| | 3. A RECORD OF THE SOIL PROFILE. |
| | 4. ELEVATION OF THE WATER TABLE, IF ENCOUNTERED. |
| | 5. RECOMMENDATIONS FOR FOUNDATION TYPE AND DESIGN |
| | CRITERIA, INCLUDING BUT NOT LIMITED TO: BEARING |
| | CAPACITY OF NATURAL OR COMPACTED SOIL; PROVISIONS TO |
| | MITIGATE THE EFFECTS OF EXPANSIVE SOILS; MITIGATION OF |
| | THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL SETTLEMENT |
| | AND VARYING SOIL STRENGTH; AND THE EFFECTS OF ADJACENT |
| | LOADS. |
| | 6. EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT. |
| | 7. DEEP FOUNDATION INFORMATION IN ACCORDANCE WITH |
| | SECTION 1803.5.5. |
| | 8. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR |
| | FOUNDATIONS OF STRUCTURES FOUNDED ON EXPANSIVE SOILS, |
| | AS NECESSARY. |
| | 9. COMPACTED FILL MATERIAL PROPERTIES AND TESTING IN |
| | ACCORDANCE WITH SECTION 1803.5.8. |
| | |
| | 5) PLEASE PROVIDE COMPLIANCE WITH: 2010 FBC-B 1816.1 |
| | TERMITE PROTECTION. |
| | TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED |
| | TERMITICIDES, INCLUDING SOIL-APPLIED PESTICIDES, |
| | BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR |
| | OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED |
| | FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| | CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. |
| | UPON COMPLETION OF THE APPLICATION OF THE TERMITE |
| | PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL |
| | BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED |
| | PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING |
| | STATEMENT: ?THE BUILDING HAS RECEIVED A COMPLETE |
| | TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. |
| | TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS |
| | ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE |
| | AND CONSUMER SERVICES.? |
| | |
| | 6) THE PERMIT APPLICATION INDICATES THE USAGE FOR THIS |
| | BUILDING IS TO BE STORAGE WHICH ASSUMED TO HAVE END |
| | WALLS, REQUIRING A SWING DOOR FOR EGRESS INTO THE UNIT. |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) WALL LOUVERS |
| | |
| | 7) 2010 FBC-B 1203.4 NATURAL VENTILATION. |
| | NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE |
| | THROUGH WINDOWS, DOORS, LOUVERS OR OTHER OPENINGS TO |
| | THE OUTDOORS. THE OPERATING MECHANISM FOR SUCH OPENINGS |
| | SHALL BE PROVIDED WITH READY ACCESS SO THAT THE |
| | OPENINGS ARE READILY CONTROLLABLE BY THE BUILDING |
| | OCCUPANTS. |
| | |
| | 1203.4.1 VENTILATION AREA REQUIRED. |
| | THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 |
| | PERCENT OF THE FLOOR AREA BEING VENTILATED. |
| | |
| | 7) 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. |
| | |
| | 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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