| Date |
Text |
| 2013-08-06 08:01:06 | BUILDING PLAN REVIEW |
| | PERMIT: 13070893 |
| | ADD: 511 S OLIVE AVE |
| | CONT: M.V.P. CONSTRUCTION, INC |
| | TEL: (954)214-0226 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | 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: AUGUST 06/2013 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE CLARIFY WHERE THE WORK IS GOING TO BE |
| | COMPLETED UNDER THIS PERMIT. THE SITE ADDRESS IS 509 S |
| | OLIVE, IF WORK IS GOING TO BE COMPLETED ON THE ROOF OR |
| | OUTSIDE OF THE BUILDING, PLEASE PROVIDE THE TENANT |
| | ADDRESSES TO WHERE WORK IS GOING TO BE COMPLETED AND |
| | MAKE CORRECTIONS TO THE PERMIT APPLICATION AS WELL AS |
| | PLANS. 107.107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION OF THE |
| | PROJECT. |
| | |
| | 2) CLARIFICATION, SHEET # 1 INDICATES LEVEL OF |
| | ALTERATION: TYPE III- UNPROTECTED. IT APPEARS TO |
| | HEADINGS WERE COMBINED: |
| | 2A) BUILDING TYPE OF CONSTRUCTION FROM 2010 FBC-B TABLE |
| | 503 |
| | |
| | 2B) 2010 EXISTING BUILDING CODE, LEVEL OF ALTERATION? |
| | PLEASE REVIEW 2010 FL EXISTING BUILDING CODE CHAPTER 4 |
| | CLASSIFICATION OF WORK, IT DOES NOT APPEAR THIS PROJECT |
| | IS A LEVEL 3 ALTERATION. LEVEL 3 ALTERATIONS APPLY |
| | WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE AGGREGATE |
| | AREA OF THE BUILDING AND MADE WITHIN ANY 12-MONTH |
| | PERIOD. |
| | 807.4.2 SUBSTANTIAL STRUCTURAL ALTERATION. |
| | WHERE MORE THAN 30 PERCENT OF THE TOTAL FLOOR AND ROOF |
| | AREAS OF THE BUILDING OR STRUCTURE HAVE BEEN OR ARE |
| | PROPOSED TO BE INVOLVED IN STRUCTURAL ALTERATION WITHIN |
| | A 12-MONTH PERIOD, THE EVALUATION AND ANALYSIS SHALL |
| | DEMONSTRATE THAT THE ALTERED BUILDING OR STRUCTURE |
| | COMPLIES WITH THE FLORIDA BUILDING CODE, BUILDING FOR |
| | WIND LOADING. |
| | |
| | 807.4.3 LIMITED STRUCTURAL ALTERATION. |
| | WHERE NOT MORE THAN 30 PERCENT OF THE TOTAL FLOOR AND |
| | ROOF AREAS OF THE BUILDING ARE INVOLVED IN STRUCTURAL |
| | ALTERATION WITHIN A 12-MONTH PERIOD, THE EVALUATION AND |
| | ANALYSIS SHALL DEMONSTRATE THAT THE ALTERED BUILDING OR |
| | STRUCTURE COMPLIES WITH THE LOADS APPLICABLE AT THE |
| | TIME OF THE ORIGINAL CONSTRUCTION OR OF THE MOST RECENT |
| | SUBSTANTIAL STRUCTURAL ALTERATION AS DEFINED BY SECTION |
| | 807.4.2. |
| | |
| | 3) SHEET # 2: |
| | |
| | 3A) TENANT SEPERATION WALLS ARE INDICATED AS 2 HR CBS |
| | WALLS, PLEASE PROVIDE A UL OR GYPSUM ASSOCIATION |
| | LISTING FOR THE TYPE OF INFILL WILL BE USED IN THESE |
| | WALLS. 2010 FBC-B 709.1.6 . |
| | |
| | 3B) THE WIND DESIGN CRITERIA IS NOT A COMPLETE: 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 |
| | 3B)(1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 3B)(2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE |
| | 7-10. |
| | |
| | 3B)(3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 3B)(4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 3B)(5) COMPONENTS & CLADDING PRESSURES POSITVE & |
| | NEGATIVE TABLE 1609.2(2) . |
| | |
| | 4) 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.. |
| | |
| | 5) 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 |
| | |
| | 6) PLEASE PROVIDE WHAT THE DISTANCE IS FROM THE NORTH |
| | SIDE OF THE BUILDING TO THE PROPERTY LINE. PLEASE |
| | REVIEW 2010 FBC-B TABLE 705.8 AS TO ALLOWABLE OPENING |
| | AREA IN RELATION TO THE PROPERTY LINE. PLANS DO |
| | INDICATE GLASS BLOCK, PLEASE PROVIDE THE FIRE RATING OF |
| | THE GLASS BLOCK, TO SEE IF IT MEETS THE REQUIREMENT NOT |
| | FOR A OPENING BUT AS A WALL. THE RESPONCE TO COMMENT |
| | (2A) WILL AFFECT THIS COMMENT, 2010 FBC-TABLE 602 FIRE |
| | RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED |
| | ON FIRE SEPERATION DISTANCE. |
| | |
| | 7) ON THE WEST WALL A GARGE DOOR OPENING IS BEING FILED |
| | IN AND A NEW DOOR AND WINDOW ARE BEING CREATED, THERE |
| | IS NO STRUCTURAL INFORMATION ON THE INFILL STRUCTURAL |
| | COMPONENTS, THEY ARE PART OF THE MWFRS (MAIN WIND FORCE |
| | RESISTING SYSTEM) 2010 FBC-B 1609.6.4. |
| | |
| | 8) SHEET A2 THE FRONT LEFT OFFICE SHOWS A NEW DOUBLE |
| | DOORWAY IN THE BEARING WALL, THERE IS NO FRAMING DETAIL |
| | FOR THIS BEARING PARTITION. |
| | MWFRS FBC-B 1609.6.4. |
| | |
| | 9) THE LIFE SAFETY SHEET 6 OF 7 INDICATES 30 SQ FT / |
| | OCCUPANT, PLEASE UPDATE TO 2010 FBC-B 1004.1.1. |
| | |
| | 10) THE LIFE SAFETY SHET 6 OF 7 ALSO INDICATES THE |
| | REMOVAL OF A BEARING WALL WITH EXISTING STEEL AND WOOD |
| | POST OR COLUMNS AND WOOD BEAM ABOVE. THIS WAS AN |
| | EXISTING CONDITION? |
| | |
| | 11A) WITH THE COMBINING OF THE TWO SUITES INTO ONE |
| | SUITE THE OCCUPANT LOAD IS NOW 61 WHICH REQUIRES THE |
| | EGRESS DOORS TO SWING OUT PER |
| | 2010 FBC-B 1008.1.2.9. |
| | |
| | 11B) WITH THE NEW SUITES AND THE REQUIRED DOOR SWING TO |
| | THE EXTERIOR, PLEASE PROVIDE WHERE THE PROPERTY LINE IS |
| | LOCATED. 2010 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE |
| | AND BELOW 8 FEET IN HEIGHT. |
| | ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE |
| | AND BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE |
| | PROHIBITED, DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT |
| | INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 12) SHEET 5 OF 7 INDICATES A DROPPED CEILING AND SOFFIT |
| | SYSTEM, NO INFORMATTION AS TO MATERIALS OR SYSTEMS ARE |
| | PROVIDED, NOR ANCHORING TO WHAT TYPE OF FRAMING ABOVE? |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL |
| | BUILDINGS 107.3.5.1.1(8) STRUCTURAL ELEMENTS. |
| | |
| | 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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