| Date |
Text |
| 2011-08-03 12:43:29 | BUILDING PLAN REVIEW |
| | PERMIT: 11080026 |
| | ADD: 1901 N FLAGLER DR |
| | CONT: IBIS BUILDING CORP. |
| | TEL: (561)307-4934 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 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 |
| | ACTION: DENIED |
| | |
| | 1) ADDITIONAL INFORMATION REQUIRED 106.1.2 SHEET G1.1 |
| | PROVIDES BUILDING INFORMATION FOR BUILDING # 3 BUT NOT |
| | FOR BUILDING# 4 WHICH WILL HAVE AN AREA INCREASE DUE TO |
| | THE NEW ADDITION. THE QUESTION IS, DOES EACH OF THE 4 |
| | BUILDINGS TRULY MEET THE DEFINITION OF BUILDING OR IS |
| | THIS TO BE CONSIDERED ONE LARGE BUILDING (2007/09 FBC-B |
| | 503.1.2) MEETING THE HEIGHT AND AREA REQUIREMENTS OF |
| | TABLE 503 AND MODIFIED BY SECTION 504 & 506. |
| | |
| | 2) NEITHER SHEET A1.1 OR S-1.1 PROVIDE AT WHAT |
| | ELEVATION THE FINISH FLOOR WILL BE ESTABLISHED FOR THE |
| | NEW KITCHEN. THIS LOT IS LOCATED IN A A-5 FLOOD ZONE |
| | WHICH WILL REQUIRE A MINIMUM FINISH FLOOR HEIGHT OF 7.5 |
| | FEET NGVD. WEST PALM BEACH MUNI CODE 94-546. |
| | |
| | 3) BOTH AD1.1 & S-2.1 FOUNDATIONS NOTE# 1 BOTH MAKE |
| | REFERENCE TO SOILS REPORTS FOR THE SAFE MINIMUM BEARING |
| | VALUE. PLEASE PROVIDE 2 ORIGINAL SIGNED AND SEALED |
| | DOCUMENTS. |
| | 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 . |
| | |
| | 4) A NOTE OF CONCERN, DEPENDING ON THE BUILDING DESIGN |
| | RESPONSE TO QUESTION # 1, IS THIS TO BE CONSIDERED A |
| | THRESHOLD BUILDING BY DEFINITION FLORIDA STATUTE |
| | 553.71(7) |
| | |
| | |
| | THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) " |
| | THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH |
| | HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN |
| | THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN |
| | AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | |
| | 4A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A |
| | SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON |
| | A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE |
| | STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE |
| | ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING. |
| | THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO |
| | PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR |
| | COMPLIANCE WITH THE PERMITTED DOCUMENTS. |
| | |
| | 4B) THRESHOLD INSPECTOR: |
| | WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES |
| | DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL |
| | INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA |
| | STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS |
| | CODE. |
| | CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR |
| | PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION |
| | BEFORE THE PERMIT MAY BE ISSUED. |
| | |
| | 4C) THRESHOLD BLDG, REQUIRED STATEMENT: |
| | W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING |
| | WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE |
| | ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S |
| | KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE |
| | LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE. |
| | |
| | 5) NOTE, ON THE KITCHEN ADDITION FOOTING F20.12 THE |
| | DEPTH OF FOOTING SHEET S-2.1 FOUNDATION NOTE # 5 TOP OF |
| | FOOTING SHALL BE 16? BELOW GRADE EXTERIOR FINISH GRADE. |
| | THIS PLAN DOES NOT SHOW THE CLOSENESS ( 10600475 |
| | PARKING LOT PERMIT) OF 2 CONCRETE GREASE TRAPS ON THE |
| | WEST SIDE OF THE KITCHEN ADDITION. 2007/09 FBC-B |
| | 1805.3.1. WHERE THE EXISTING SLOPE IS STEEPER THAN ONE |
| | UNIT VERTICAL IN ONE UNIT HORIZONTAL (100-PERCENT |
| | SLOPE), THE TOE OF THE SLOPE SHALL BE ASSUMED TO BE AT |
| | THE INTERSECTION OF A HORIZONTAL PLANE DRAWN FROM THE |
| | TOP OF THE FOUNDATION AND A PLANE DRAWN TANGENT TO THE |
| | SLOPE AT AN ANGLE OF 45 DEGREES (0.79 RAD) TO THE |
| | HORIZONTAL. |
| | |
| | 6) NOTE THIS IS A SHELL PERMIT FOR THE KITCHEN AND THE |
| | STRUCTURAL SHEETS DO INDICATE POURING OF THE KITCHEN |
| | ADDITION SLAB NO PROVISIONS HAVE BEEN PROVIDED FOR |
| | GREASY WASTE OR SANITARY DRAINAGE. |
| | |
| | 7) SHEET A5.1 DETAIL# 2 INDICATES THE RE-ROUTING OF AN |
| | EXISTING RAIN PIPE AND DUMPING ONTO |
| | WHAT APPEARS TO BE THE NEW KITCHEN ROOF ADDITION, |
| | PLEASE PROVIDE THE ADDITIONAL SQUARE FOOT AREA THAT |
| | WILL BE DUMPING ONTO THIS ROOF TO SEE IF THE NEW ROOF |
| | DRAINS AND OVERFLOW ARE DESIGNED FOR THE ADDITIONAL |
| | SQUARE FOOTAGE. 2007/09 FBC-B 1503.4 & 1503.4.3. |
| | |
| | 8) SHEET A5.3 DETAIL #2 INDICATES A 6? PVC RAIN LEADER |
| | BEING CONNECTED TO S. S. GUTTER, PLEASE PROVIDE |
| | ADDITIONAL INFORMATION ON THIS DETAIL. 106.1.2? |
| | |
| | 9) SHEET A5.1 THE KITCHEN ROOF DETAIL INDICATES THE USE |
| | OF METAL DECK WITH BAR JOIST @ 4?-0? O.C. WITH |
| | INSULATION DIRECTLY ATTACHED TO THE DECK, WE WILL NEED |
| | PRODUCT APPROVALS FOR THE ROOFING INSULATION WITH |
| | FASTENING INFORMATION FOR ALL ROOF ZONES. 2007/09 FBC-B |
| | 1609. COMPONENTS & CLADDING. |
| | |
| | 10) DRIVE THRU CANOPY DECK SHEET S-1.1 ALSO INDICATES |
| | THE USE OF METAL DECK WITH CONCRETE BEAMS LOCATED 8?-0? |
| | MAX C/C, PLEASE REVIEW THE PRODUCT APPROVALS ROOF |
| | SYSTEM TO SEE WHAT C/C THE METAL DECK SYSTEM CAN BE |
| | MAX. MOST INDICATE A CLEAR SPAN OF 5?-6?. PLEASE |
| | PROVIDE PRODUCT APPROVAL FOR THIS ROOFING SYSTEMS. |
| | 2007/09 FBC-B 1609. COMPONENTS & CLADDING. |
| | |
| | 11) SHEETS A4.1 & A4.2 BOTH ARE MISSING WORD |
| | DESCRIPTIONS TO CUT SECTIONS, 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 12) SHEET A5.2 DETAILS 1 & 2 BOTH INDICATE THE DRIVE |
| | THROUGH CANOPY WITH CEILING BEING WIRE LATH AND STUCCO, |
| | PLEASE PROVIDE WHAT TYPE OF WIRE LATH AND TYPE OF |
| | ANCHORING TO FRAMING MEMBERS. 2007/09 FBC-B 2510.3. |
| | |
| | 13) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES, |
| | 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING |
| | REPORTS, MISSING REPORTS ARE AS FOLLOWS: |
| | 13A) EXTERIOR DOORS |
| | |
| | 13B) ROOFING INSULATION |
| | |
| | 13C) ROOFING ASSEMBLIES |
| | |
| | 14) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 15) 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] |
| | |
