Date |
Text |
2014-12-19 17:42:07 | BUILDING PLAN REVIEW |
| PERMIT: 14120661 |
| ADD: 2601 OKEECHOBEE BLVD |
| CONT: MASON DEVELOPMENT |
| TEL: (561)623-8801 |
| |
| 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. |
| |
| 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: SAT. DEC. 20/2014 |
| ACTION: DENIED |
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| 1) SHEET A0.01 CODE SUMMARY: |
| |
| 1A) PLANS INDICATE THIS STRUCTURE WAS DESIGNED FOR WIND |
| AS A EXPOSURE "B". THIS STRUCTURE IS LOCATED IN A C |
| EXPOSURE. 2010 FBC-B 1609.4.2 SURFACE ROUGHNESS |
| CATEGORIES. SURFACE ROUGHNESS C. OPEN TERRAIN WITH |
| SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS |
| THAN 30 FEET (9144 MM). THIS CATEGORY INCLUDES FLAT |
| OPEN COUNTRY AND GRASSLANDS.THIS SURFACE ROUGHNESS |
| SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN SURFACE |
| ROUGHNESS B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN |
| 100 FEET HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF |
| SURFACE ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE |
| THAN 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET |
| IN THE UPWIND DIRECTION. OPEN TERRAIN TO BOTH THE NORTH |
| AND SOUTH. |
| |
| 1B) THE MEAN ROOF HEIGHT IS GIVEN AS 18 FT. SHEET A3.03 |
| DETAIL 1 THE FRONT OFTHE BUILDING, THE BAR JOIST ARE |
| SET AT 18 F.-5 IN., SHEET A3.04 DETAIL 1 THE BACK OF |
| THE STORE IS SET AT THE SAME ELEVATION, WITH THE STEEL |
| B DECK AND ROOF TOP INSULATION THE MEAN ROOF HEIGHT |
| WILL BE HIGHER THAN 18FT. PLEASE PROVIDE WHAT THE MEAN |
| ROOF HEIGHT IS OR PROVIDE AN EXPLANATION? 2010 WEST |
| PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| CHAPTER 1, ADMINISTRATION 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED. |
| |
| 1C) TYPE OF CONSTRUCTION REFERS TO THE SOUTH FLORIDA |
| BUILDING CODE AND CHAPTER 20, THEONLY COUNTIES IN |
| FLORIDA THAT USED THIS CODE ARE BROWARD & MIAMI-DADE |
| COUTNY. THE JOB SITE IS LOCATED IN PALM BEACH COUNTY, |
| PALM BEACH COUNTY AND THE REST OF THE STATE USED THE |
| STANDARD SOUTHERN BUILDING CODE, THIS IS THE CODE THIS |
| STRUCTURE WAS BUILT UNDER. PLEASE CORRECT. |
| |
| 1D) CODE ANALYSIS GROUP HEADINGS E,F, & G ALL MAKE |
| REFERENCE TO THE CURRENT CODE BEING THE 2007 FBC, |
| PLEASE UPDATE, THE 2010 FBC WAS ADOPTEDED INTO USE |
| MARCH 15, 2010 THE SAME TIME THE NEW FEDERAL ADA WENT |
| INTO AFFECT. PLEASE CORRECT TO THE CURRENT CODE CYCLE. |
| |
| 1E) CODE ANALYSIS VI HEADING MEANS OF EGRESS, INDICATES |
| TOTAL SQ. FT. OF BUILDING BEING REMODELED IS 55,000 SQ. |
| FT. THE MERCANTILE OCCUPANCY 45,000 SQ FT/ 30 SQ FT PER |
| OCC.= 1,500 OCCUPANTS, WHAT HAPPENED TO THE OTHER |
| 10,000 SQ FT OF BUILDING AND OCCUPANT LOADING FOR |
| EXITING. 2010 FBC-B 1005.1. |
| |
| 2) FOR THIS SUBMITTAL THERE HAS BEEN NO ENERGY FORMS |
| SHOWING COMPLIANCE WITH SHELL BUILDINGS, PLEASE PROVIDE |
| CODE COMPLIANCE WITH 2010 FL ENERGY CODE 502.1.1 |
| INSULATION AND FENESTRATION CRITERIA. 502.1.1.1 SHELL |
| BUILDINGS, RENOVATIONS AND ALTERATIONS. |
| THE BUILDING THERMAL ENVELOPE SHALL MEET THE |
| REQUIREMENTS OF TABLE 502.1.1.1(1) OR TABLE |
| 502.1.1.1(2). SEE SECTION 101.4.3. |
| |
| 3) SHEET S.5 STRUCTURAL NOTES, THERE DOESN'T SEEM TO BE |
| ANY NOTES PROVIDING WHAT THE MINIMUM SAFE BEARING VALUE |
| OF THE SOIL NEEDS TO BE, |
| 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION, 2010 STRUCTURAL |
| REQUIREMENTS SHALL INCLUDE: |
| SOIL CONDITIONS/ANALYSIS. |
| |
| 2010 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. |
| |
| 4) THIS BUILDING IS INDICATED AS HAVING 55,000 SQ. FT |
| OF COMMERCIAL SPACE TO BE REMODELED, A LEVEL III |
| ALTERATION. THIS BUILDING WILL QUALIFY FOR A ONSITE |
| RESIDENT INSPECTOR. |
| 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 110.3.9 OTHER |
| INSPECTIONS SERVICES. |
| THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: |
| 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| CONSTRUCTION |
| 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS |
| 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE |
| STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE |
| INCH |
| 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE |
| FOOT |
| |
| NOTE; RESIDNET INSPECTOR PACKAGE AND FORMS WERE SENT |
| TO, E-MAIL : [email protected] 12/20/2014 |
| |
| 4A) SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT |
| TIMES WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF |
| THE BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED |
| ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER |
| CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH |
| INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS |
| INCLUDING THE DAILY INSPECTIONS TO THE BUILDING |
| OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF |
| THE RESIDENT INSPECTOR. |
| |
| 4B) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION 110.4 |
| INSPECTION AGENCIES. THE BUILDING OFFICIAL IS |
| AUTHORIZED TO ACCEPT REPORTS OF APPROVED INSPECTION |
| AGENCIES, PROVIDED SUCH AGENCIES SATISFY THE |
| REQUIREMENTS AS TO QUALIFICATIONS AND RELIABILITY. THE |
| RESIDENT INSPECTOR AND ALL INTERESTED PARTIESSHALL FILE |
| OUT AND BE NOTIRIZED, THE RESIDENT INSPECTOR FORMS AND |
| RETURN TO THE CITY BEFORE PERMIT ISSUANCE, |
| |
| 4C) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION 110.5 |
| INSPECTION REQUESTS. IT SHALL BE THE DUTY OF THE HOLDER |
| OF THE BUILDING PERMIT OR THEIR DULY AUTHORIZED AGENT |
| TO NOTIFY THE BUILDING OFFICIAL WHEN WORK IS READY FOR |
| INSPECTION. IT SHALL BE THE DUTY OF THE PERMIT HOLDER |
| TO PROVIDE ACCESS TO AND MEANS FOR INSPECTIONS OF SUCH |
| WORK THAT ARE REQUIRED BY THIS CODE. |
| |
| 4D) PLEASE NOTE (3) SETS OF PLANS AND PRODUCT APPROVALS |
| WILL BE REQUIRED, A 3RD SET FOR THE RESIDENT INSPECTOR. |
| |
| 4E) PLEASE CONTACTL KEN CONRAD THE MANAGER OF THE |
| RESIDENT & THRESHOLD INSPECTION PROGRAM FOR ANY |
| QUESTIONS OR CONCERNS AT: |
| PHONE: 561-805-6666 |
| E-MAIL [email protected] |
| |
| 5) MISSING WERE THE PRODUCT APPROVALS REQUIRED BY THE: |
| 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 |
| 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. |
| (B) WINDOWS: CIRCLE SIZE, GLAZING, ANCHOR METHOD AND |
| PRESSURES |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES NOTE CIRCLE |
| SUB-SYSTEMS AND THE ASSOCIATED PRESSURES, SEE DESIGN |
| LIMITATIONS |
| (E) SHUTTERS- IF LARGE MISSILE GLAZING IS NOT TO BE |
| INSTALLED |
| (F) SKYLIGHTS- IF ANY |
| (G) EXTERIOR COOLER, FREEZERS & OR PRE-ENGINEERED ROOF |
| TOP A/C STANDS |
| |
| 6) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC.. |
| |
| 7) SHEET S-3.0 THE ROOF TOP PRESSURES FOR 10 SQ. FT. |
| ZONE # 3 ARE LOW. THE MEAN ROOF HEIGHT IS GIVEN AS 18 |
| FT. SHEET A3.03 DETAIL 1 THE FRONT OFTHE BUILDING, THE |
| BAR JOIST ARE SET AT 18 F.-5 IN., SHEET A3.04 DETAIL 1 |
| THE BACK OF THE STORE IS SET AT THE SAME ELEVATION, |
| WITH THE STEEL B DECK AND ROOF TOP INSULATION THE MEAN |
| ROOF HEIGHT WILL BE HIGHER THAN 18FT. WALL SECTION 3 |
| SHEET A3.05 SHOWS THE EXISTING ROOF LINE (A PORTION) AT |
| 21 FT BOTTOM OF ROOF DECK AND THE TOP OF THE PARAPET AT |
| 22 FT. PRESSURES FOR ZONE # 3 CAN ONLY BE TAKEN AS |
| LEVEL 2 PRESSURES WHEN THERE IS A 3'-0" PARAPET |
| SURROUNDING THE WHOLE BUILDING. PLEASE PROVIDE A |
| EXPLANATION OR CODE COMPLIANCE, THANK YOU. 2010 FBC-B |
| 1609.6.1. SEE TABLES. |
| |
| 8A) THE STRUCTURAL SHEETS DO NOT PROVIDE THE WIND |
| DESIGN CRITERIA/ PRESSURES FOR WINDOWS & DOORS FOR |
| INTERIOR WALL ZONE 4 NOR THE END WALL ZONE 5. 2010 |
| FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 |
| COMPONENTS & CLADDING, |
| |
| 8B) A2.01 SHOWS PRESSURES FOR WINDOWS AND DOORS BUT |
| THERE IS NO WIND DESIGN CRITERIA FOUND ON THIS SHEET. |
| THE COVER SHEET LIST THIS AS A B EXPOSURE. |
| THE PRESSURES PROVIDED DOES NOT INDICATE THE SIZE OF |
| THE OPENINGS THE PRESSURES ARE ASSOCIATED WITH. |
| |
| THIS STRUCTURE IS LOCATED IN A C EXPOSURE. 2010 FBC-B |
| 1609.4.2 SURFACE ROUGHNESS CATEGORIES. SURFACE |
| ROUGHNESS C. OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS |
| HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM). |
| THIS CATEGORY INCLUDES FLAT OPEN COUNTRY AND |
| GRASSLANDS.THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO |
| ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B-TYPE |
| TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET |
| HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE |
| ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN |
| 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET IN |
| THE UPWIND DIRECTION. OPEN TERRAIN TO BOTH THE NORTH |
| AND SOUTH. |
| |
| 9) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B 1509.6 1509.6 |
| EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| STRUCTURES. |
| WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE |
| INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT |
| EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE |
| PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE |
| EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO |
| THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. |
| |
| 10) SHEET A2.02 NOTE THE ROOF DRAINAGE IS ONLY ON THE |
| PORTION OF THE ROOFING SYSTEM TO BE REPLACED, IF THE |
| REMAINDER OF THE ROOF IS TO BE REMOVED AND REPLACED |
| THEN CALCULATIONS WILL BE REQUIRED. FBC-B 1503.4/ |
| PLUMBING CHAPTER 11. |
| |
| 11) SHEET A2.01 INDICATES THE USE OF AREA OF REFUGE |
| ASSISTANCE. PLEASE NOTE THIS PERMIT MAYBE A SHELL |
| PERMIT BUT WHEN THE TENANT FIT UP COMES IN TO USE THE |
| REAR EXITS AS PART OF A MENS OF EGRESS THE TENANT FIT |
| UP WILL NEED TO COMPLY WITH FBC-B 1014.2 EXCEPTION # 2 |
| ALL (4) PORTIONS: |
| 2. MEANS OF EGRESS ARE NOT PROHIBITED THROUGH |
| STOCKROOMS IN GROUP M OCCUPANCIES WHEN ALL OF THE |
| FOLLOWING ARE MET: |
| 2.1. THE STOCK IS OF THE SAME HAZARD CLASSIFICATION AS |
| THAT FOUND IN THE MAIN RETAIL AREA; |
| 2.2. NOT MORE THAN 50 PERCENT OF THE EXIT ACCESS IS |
| THROUGH THE STOCKROOM; |
| 2.3. THE STOCKROOM IS NOT SUBJECT TO LOCKING FROM THE |
| EGRESS SIDE; AND |
| 2.4. THERE IS A DEMARCATED, MINIMUM 44-INCH-WIDE (1118 |
| MM) AISLE DEFINED BY FULL- OR PARTIAL-HEIGHT FIXED |
| WALLS OR SIMILAR CONSTRUCTION THAT WILL |
| MAINTAIN THE REQUIRED WIDTH AND LEAD DIRECTLY FROM THE |
| RETAIL AREA TO THE EXIT WITHOUT OBSTRUCTIONS. |
| |
| 12) SHEET A2.02 ALSO INDICATES THE USE OF AREA RESCUE |
| ASSISTANCE. THE 2010 FL ACCESS. CODE 207.1 REFERS TO |
| THE IBC- 2003 EDITION SECTION 1007 FOR ACCESSIBILITY |
| AND AREA OF REFUGE. |
| |
| 12A) UNDER THE HEADING OF SIZEIBC-1007.6.1 THE CODE |
| INDICATES A AREA OF REFUGE WILL BE NEEDED FOR EVERY 200 |
| OCCUPANTS OR PORTIION THERE, OF, HOW DID YOU DERIVE AT |
| 4 AREA OF REFUGE? |
| |
| 12B) PLEASE PROVIDE COMPLIANCE WITH IBC-1007.6.3 |
| TWO-WAY COMMUNICATION,1007.6.4, 1007.6.5 |
| IDENTIFICATION, 1007.7 SIGNAGE, 1007.8 EXTERIOR AREAS |
| OF REFUGE, 1007.8.1 OPENNESS , THE ONE RIGHT OF LINE L |
| IS OF CONCERN AND 1007.8.2 EXTERIOR EXIT STAIRS. |
| |
| 13) SHEET A3.03 NOTE # 46 AND S-4.0 NOTE # 14 BOTH SHOW |
| AN ALUMINUM CANOPY BY OTHERS, TO BE UNDER SEPARATE |
| PERMIT WITH ASSOCIATED FEES. |
| |
| 14) 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. |
| |
| 15) 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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