| Date |
Text |
| 2016-02-03 07:57:51 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 1601046 |
| | ADD: 2400 N FLAGLER DR. CURY PARK/ CITY PUMP/ LIFT |
| | STATION ADDITION & RENOVATION |
| | BLDG. RISK CATEGORY: IV/ 180 VULT/ MPH |
| | CONT: FLORIDA DESIGN DRILLING CORP. |
| | TEL: 561-844-2966 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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: WED. FEB. 03/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) THIS REVIEW NO SURVEY WAS SUBMITTED, IT APPEARS THIS |
| | STURTURE IS LOCATED IN A A5 FLOOD ZONE, FBC BUILDING |
| | 1612 AND CITY OF WPB CODE OF ORDINANCES SECTION 94-546. |
| | STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD |
| | ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| | HEIGHT. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANTS |
| | A/C PADS OR OTHER SLABS FOR GENERATORS |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | JULY 31/2015 |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015. |
| | FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE |
| | NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 1A) 2014 FBC-B 1612.1 WITHIN FLOOD HAZARD AREAS AS |
| | ESTABLISHED IN SECTION 1612.3, ALL NEW CONSTRUCTION OF |
| | BUILDINGS, STRUCTURES AND PORTIONS OF BUILDINGS AND |
| | STRUCTURES, INCLUDING SUBSTANTIAL IMPROVEMENT AND |
| | RESTORATION OF SUBSTANTIAL DAMAGE TO BUILDINGS AND |
| | STRUCTURES, SHALL BE DESIGNED AND CONSTRUCTED TO RESIST |
| | THE EFFECTS OF FLOOD HAZARDS AND FLOOD LOADS. |
| | |
| | 1612.4 DESIGN AND CONSTRUCTION. THE DESIGN AND |
| | CONSTRUCTION OF BUILDINGS AND STRUCTURES LOCATED IN |
| | FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH HAZARD |
| | AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF ASCE 7 |
| | AND WITH ASCE 24. |
| | |
| | 1B) SHEET S-3 THE NEW ADDITION SHOWS THE 100 YEAR BASE |
| | FLOOD AT 7.0 FT. NGVD AND THE FINISH FLOOR AT ELEVATION |
| | 7.5 FT. NGVD IN ACCORDANCE WITH THE CITY MUNI CODE |
| | 94-546 (B)(2) FOR NON-RESIDENTIAL BUILDINGS. PLEASE |
| | NOTE THIS ORDANCE WAS WRITTEN FOR COMMERCIAL BUILDINGS |
| | WITH A RISK CATEGORY II TYPE STRUCTURES. ASCE 24-05 |
| | UNDER THE HEADING 2.3 TABLE 2-1 FOR RISK CATEGORY IV |
| | STURCTURES REQUIRES BFE + 2 FT. OR DFE WHICHEVER IS |
| | HIGHER. |
| | |
| | 1C) THE NEW ADDITION HAS WITH FINISH FLOOR AT 7.5 NGVD |
| | AND THE EXISTING BUILDING (SHEET C-2 & C-3) SHOW FINISH |
| | FLOOR AT 4.99 NGVD. THE AREAS OF BOTH THE NEW ADDITION |
| | AND THE EXISTING BUILDING UNDER GOING SUBSTANTIAL |
| | IMPROVEMENT WILL NEED TO COMPLY WITH ASCE 24-05 TABLE |
| | 6-1 DRY FLOODPROOFING FOR BUILDINGS RISK CATEGORY IV |
| | BFE + 2 FT. OR DFE WHICHEVER IS GREATER, AND ALL OF THE |
| | DRYFLOODPROOFING REQUIREMENTS FOUND IN ASCE 24-05 |
| | SECTION 6.2.2 DRY FLOODPROOFING REQUIREMENTS, ALSO |
| | REVIEW FEMA'S TECHNICAL BULLETIN 3-93 NON-RESIDENTIAL |
| | REQUIREMENTS AND CERTIFICATIONS. THESE DOCUMENTS ARE |
| | OVER AND ABOVE THE FLOOD ELEVATION CERTIFICATE. |
| | |
| | 1D) 2014 FBC-B 1403.6 FLOOD RESISTANCE. FOR BUILDINGS |
| | IN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION 1612.3, |
| | EXTERIOR WALLS EXTENDING BELOW THE ELEVATION REQUIRED |
| | BY SECTION 1612 SHALL BE CONSTRUCTED WITH |
| | FLOOD-DAMAGE-RESISTANT MATERIALS. WOOD SHALL BE |
| | PRESSURE-PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA |
| | U1 FOR THE SPECIES, PRODUCT AND END USE USING A |
| | PRESERVATIVE LISTED IN SECTION 4 OF AWPA U1 OR |
| | DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST OR |
| | CEDAR. |
| | |
| | 1E) 2014 FBC-B 1403.7 FLOOD RESISTANCE FOR COASTAL HIGH |
| | HAZARD AREAS. FOR BUILDINGS IN COASTAL HIGH HAZARD |
| | AREAS AS ESTABLISHED IN SECTION 1612.3, ELECTRICAL, |
| | MECHANICAL AND PLUMBING SYSTEM COMPONENTS SHALL NOT BE |
| | MOUNTED ON OR PENETRATE THROUGH EXTERIOR WALLS THAT ARE |
| | DESIGNED TO BREAK AWAY UNDER FLOOD LOADS. |
| | |
| | 1F) 2014 FBC-EXISTING DLDG. CODE 1103.5 FLOOD HAZARD |
| | AREAS. ADDITIONS AND FOUNDATIONS IN FLOOD HAZARD AREAS |
| | SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: |
| | 1-5. |
| | |
| | 2) SHEET S-1 NOTE # 1 SLAB ON GRADE INDICATES SEE SOILS |
| | REPORT. 2014 FBC-B 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. |
| | |
| | FBC-B1804.4 GRADING AND FILL IN FLOOD HAZARD AREAS. IN |
| | FLOOD HAZARD AREAS ESTABLISHED IN SECTION 1612.3, |
| | GRADING AND/OR FILL SHALL NOT BE APPROVED: |
| | FBC-B 1804.6 CONTROLLED LOW-STRENGTH MATERIAL (CLSM). |
| | WHERE SHALLOW FOUNDATIONS WILL BEAR ON CONTROLLED |
| | LOW-STRENGTH MATERIAL (CLSM), THE CLSM SHALL COMPLY |
| | WITH THE PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT, |
| | AS SET FORTH IN SECTION 1803. |
| | |
| | 3) SHEET S-7INDICATES THE HANDRAIL AT AN ELEVATION OF |
| | 39 INCHES MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH |
| | SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN |
| | 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 |
| | MM). |
| | |
| | 4) SHEET S-7 ALSO INDICATES THE USE OF A GUARDRAIL 42 |
| | INCHES IN HEIGHT. PLEASE GIVE THE DIMENSION FOR THE MID |
| | RAIL TO SHOW COMPLIANCE WITH 2014 FBC-B |
| | 1013.4 IT APPEARS THEY ARE TAKING EXCEPTION# 3. |
| | |
| | 5) SHEET S-1 SHOWS ROOF ZONES 3-6 AND ASSOCIATED |
| | PRESSURES. FOR COMPONENTS AND CLADDING USING ASCE 7-10 |
| | FIGURE 30.5.1 METHOD 1 ENCLOSED BUILDING LESS THAN 60 |
| | FEET IN HEIGHT , THERE ARE ONLY 3 ROOF ZONES 1-3 AND |
| | WALL ZONES 4 & 5. PLEASE EXPLAIN ROOF ZONES 4, 5 & 6? |
| | ADDITIONAL INFORMATION, PLEASE ALSO INDICATE IF THESE |
| | PRESSURES ARE VALY OR VASD PRESSURES. |
| | |
| | 6) NO PRODUCT APPROVALS WERE SUBMITTED THIS REVIEW, |
| | SUBMIT (2) OF EACH APPROVAL TYPE. PLEASE PROVIDE |
| | COMPLIANCE WITH 2014 FBC-B 2010 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. 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. |
| | (C) PANEL WALLS: WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 7) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.3.4.1 THOSE PRODUCTS WHICH ARE |
| | REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 8) THE MECHANICAL SHEET M-1 SHOWS AN A/C UNIT MOUNTED |
| | ON THE EXTERIOR SIDE OF THE WALL. PLEASE SHOW |
| | COMPLIANCE WITH ASCE 24-05. IN COASTAL A ZONES AND WHEN |
| | LOCATED ON THE EXTERIOR OF THE STRUCTURE, MECHANICAL OR |
| | A/C EQUIPMENT AND SYSTEMS SHALL BE LOCATED ON THE |
| | LANDWARD SIDE OF THE STRUCTUREABOVE THE ELEVATION IN |
| | TABLE 7-1. BUILDING RISK CATEGORY IV BFE +2FT. OR DFE |
| | WHICHEVER IS HIGHER. |
| | |
| | 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | 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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