| Date |
Text |
| 2017-12-27 11:15:31 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. ROOFING PERMIT REQUIRED. |
| | 2. PALM BEACH COUNTY IMPACT FEES REQUIRED. |
| | 3. SEE PLAN PAGE A-1 - PLAN SHOWS NEW FRONT DOOR |
| | PROPOSED. PROVIDE PRODUCT APPROVAL FOR PROPOSED DOOR. |
| | 4. SEE PLAN PAGE A-1 - EXT. WALL, EAST ELEVATION - |
| | VERTICAL REINFORCING REQUIRED AT ENDS OF NEW WALL PER |
| | FBC R606.12.2.2.3. |
| | 4A. PROVIDE CONNECTION DETAIL FOR NEW CMU WALL TO |
| | EXISTING WALL. |
| | 5. ONLY ONE SET OF PRODUCT APPROVALS PROVIDED FOR |
| | WINDOWS, SGD AND MULLIONS. SUBMITTAL DOCUMENTS SHALL BE |
| | IN DUPLICATE. |
| | |
| | FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | SPECIFICALLY, PROVIDE WINDOW AND DOOR SUBMITTALS. |
| | |
| | R606.12.2.2.3 REINFORCEMENT REQUIREMENTS FOR MASONRY |
| | ELEMENTS. |
| | MASONRY ELEMENTS LISTED IN SECTION R606.12.2.2.2 SHALL |
| | BE REINFORCED IN EITHER THE HORIZONTAL OR VERTICAL |
| | DIRECTION IN ACCORDANCE WITH THE FOLLOWING: |
| | |
| | 1. HORIZONTAL REINFORCEMENT. HORIZONTAL JOINT |
| | REINFORCEMENT SHALL CONSIST OF AT LEAST TWO |
| | LONGITUDINAL W1.7 WIRES SPACED NOT MORE THAN 16 INCHES |
| | (406 MM) FOR WALLS GREATER THAN 4 INCHES (102 MM) IN |
| | WIDTH AND AT LEAST ONE LONGITUDINAL W1.7 WIRE SPACED |
| | NOT MORE THAN 16 INCHES (406 MM) FOR WALLS NOT |
| | EXCEEDING 4 INCHES (102 MM) IN WIDTH; OR AT LEAST ONE |
| | NO. 4 BAR SPACED NOT MORE THAN 48 INCHES (1219 MM). |
| | WHERE TWO LONGITUDINAL WIRES OF JOINT REINFORCEMENT ARE |
| | USED, THE SPACE BETWEEN THESE WIRES SHALL BE THE WIDEST |
| | THAT THE MORTAR JOINT WILL ACCOMMODATE. HORIZONTAL |
| | REINFORCEMENT SHALL BE PROVIDED WITHIN 16 INCHES (406 |
| | MM) OF THE TOP AND BOTTOM OF THESE MASONRY ELEMENTS. |
| | |
| | 2. VERTICAL REINFORCEMENT. VERTICAL REINFORCEMENT SHALL |
| | CONSIST OF AT LEAST ONE NO. 4 BAR SPACED NOT MORE THAN |
| | 48 INCHES (1219 MM). VERTICAL REINFORCEMENT SHALL BE |
| | LOCATED WITHIN 16 INCHES (406 MM) OF THE ENDS OF |
| | MASONRY WALLS. |
| | |
| | FBC107.1 GENERAL. SUBMITTAL DOCUMENTS CONSISTING OF |
| | CONSTRUCTION DOCUMENTS, STATEMENT OF SPECIAL |
| | INSPECTIONS, GEOTECHNICAL REPORT AND OTHER DATA SHALL |
| | BE SUBMITTED IN TWO OR MORE SETS WITH EACH PERMIT |
| | APPLICATION. |
| | |
