| Date |
Text |
| 2014-06-25 10:35:20 | BUILDING PLAN REVIEW |
| | PERMIT: 14060348 |
| | ADD: 1301 BELVEDERE RD |
| | CONT: TBD |
| | TEL: (267)251-8336 |
| | |
| | 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: WED. JUNE 25/2014 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A111 INDICATES CONTRACTOR IS TO PROVIDE |
| | ENGINEERED STRUCTURAL SOFFIT DRAWINGS, THESE DRAWINGS |
| | ARE TO BE REVIEWED BY THE DESIGNER OF RECORD BEFORE |
| | BEING SUBMITTED TO THE BUILDING DEPARTMENT. FL |
| | 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC. |
| | |
| | 2) SHEET A111 INDICATES A NEW CLEAR ACRYLIC PANEL ON |
| | STEEL CANOPY FRAMING, DETAIL # 19 ON A510 BOTH OF THESE |
| | DETAILS ARE MORE OF A |
| | RENDERING, THERE ARE NO STRUCTURAL COMPONENTS PROVIDED |
| | IN TYPE OF MATERIALS FOR THE FRAMING MEMBERS, SIZE, |
| | THICKNESS OF STRUCTURAL MEMBERS, WELDS OR HOW THE |
| | GLAZING WILL BE ATTACHED, THICKNESS OF GLAZING NOR |
| | SIZE. 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 107.2.1 |
| | INFORMATION ON CONSTRUCTION DOCUMENTS. CONSTRUCTION |
| | DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO INDICATE |
| | THE LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED |
| | AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 3) SHEET A501 DETAIL # 1 INDICATES A NEW ALUMINUM |
| | STOREFRONT SYSTEM, PLEASE PROVIDE COMPLIANCE WITH : |
| | 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)(C) PANEL WALLS: STOREFRONTS, |
| | |
| | 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) SHEET S001 THE WIND DESIGN CRITERIA INDICATES THE |
| | JOB SITE TO BE LOCATED IN A "B" EXPOSURE. PLEASE SEE |
| | THIS IS CONSIDERED A "C" SURFACE ROUGHNESS TO THE |
| | NORTHEAST AND SOUTHEAST. 2010 FBC-B 1609.4.2 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. THE PRESSURES ON THIS BUILDING WILL CHANGE |
| | DRAMATICALY SINCE TABLE 1609.7(2) SHOWS THE MULTIPLIERS |
| | REQUIED FOR A "C" EXPOSURE. POSITIVE PRESSURES BUILD UP |
| | FROM THE BOTTOM, NEGATIVE PRESSURES ARE TAKEN FROM THE |
| | ROOF LEVEL. PLEASE ALSO SHOW IN YOUR TABLE THE |
| | TRIBUTARY AREA FOR THE PRESSURES PROVIDED. |
| | |
| | 6) SHEET A510 DETAIL # 5 INDICATES THE USE OF STEEL |
| | FRAMING MEMBERS WITH SHEATHING, NEITHER THE |
| | ARCHITECTURAL NOR STRUCTURAL SHEETS PROVIDE THE TYPE OF |
| | SHEATHING TO BE INSTALLED, THICKNESS OF THE SHEATHING |
| | NOR THE TYPE OF FASTENERS THAT WILL BE USED IN THE |
| | INSTALATION OF THE SHEATHING. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 107.2.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE |
| | OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE |
| | AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT |
| | IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 7) SHEET A510 DETAIL # 3 INDICATES THE INSTALATION OF |
| | ARRIS EXTERIOR THIN CLAD STONE, TO BE INSTALLED PER THE |
| | MANUFACTURERS RECOMENDATIONS. PLEASE PROVIDE DETAILS |
| | HOW THIS SYSTEM IS TO BE INSTALLED. 2010 FBC-B 1405.10 |
| | ADHERED MASONRY VENEER. ADHERED MASONRY VENEER SHALL |
| | COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION |
| | 1405.10.1 AND SECTIONS 6.1 AND 6.3 OF TMS 402/ACI |
| | 530/ASCE 5. |
| | |
| | 8) SHEET A510 DETAIL # 5 INDICATES THE USE OF FLUID |
| | APPLIED FLEXIBLE ACRYLIC ROOFING, & SHEET A515 DETAIL # |
| | 14 INDICATES THE USE OF TPO ROOFING PRODUCTS. PLEASE |
| | PROVIDE ROOFING PRODUCT APPROVALS FOR EACH OF THESE |
| | SYSTEMS. NOTE IF ZONES 2 & 3 WILL REQUIRE ENHANCED |
| | FASTENING AND IF A MIAMI-DADE NOA LIMITATION 7 OR 9 IS |
| | INDICATED FOR THE SUBSYSTEM. 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)(D) ROOFING PRODUCTS AND ASSEMBLIES. |
| | |
| | 9) SHEET A110 INDICATES WORK ON THE CURB. PLEASE |
| | PROVIDE COMPLIANCE WITH 2010 FLORIDA ACCESSIBILITY |
| | CODE, 503.1 GENERAL. |
| | PASSENGER LOADING ZONES SHALL COMPLY WITH 503. |
| | |
| | 503.2 VEHICLE PULL-UP SPACE. |
| | PASSENGER LOADING ZONES SHALL PROVIDE A VEHICULAR |
| | PULL-UP SPACE 96 INCHES (2440 MM) WIDE MINIMUM AND 20 |
| | FEET (6100 MM) LONG MINIMUM. |
| | |
| | 503.3 ACCESS AISLE. |
| | PASSENGER LOADING ZONES SHALL PROVIDE ACCESS AISLES |
| | COMPLYING WITH 503 ADJACENT TO THE VEHICLE PULL-UP |
| | SPACE. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE |
| | AND SHALL NOT OVERLAP THE VEHICULAR WAY. |
| | |
| | FIGURE 503.3 |
| | PASSENGER LOADING ZONE ACCESS AISLE |
| | |
| | 503.3.1 WIDTH. |
| | ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE |
| | 60 INCHES (1525 MM) WIDE MINIMUM. |
| | |
| | 503.3.2 LENGTH. |
| | ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE |
| | VEHICLE PULL-UP SPACES THEY SERVE. |
| | |
| | 503.3.3 MARKING. |
| | ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE |
| | PARKING IN THEM. |
| | |
| | 503.4 FLOOR AND GROUND SURFACES. |
| | VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM |
| | SHALL COMPLY WITH 302. ACCESS AISLES SHALL BE AT THE |
| | SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. |
| | CHANGES IN LEVEL ARE NOT PERMITTED. |
| | |
| | 10) SHEET A110 CANOPY, 502.5 VERTICAL CLEARANCE. |
| | PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR |
| | ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE |
| | OF 98 INCHES (2490 MM) MINIMUM. |
| | |
| | 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE & 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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