| Date |
Text |
| 2016-06-28 12:59:54 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER ? PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | DATE: 6/28/16 |
| | |
| | 1. PROVIDE SITE PLAN SHOWING LOCATION OF NEW ROOF LINE. |
| | VERIFY NEW ROOF DOES NOT ENCROACH INTO SET BACK. |
| | 2. ROOF PERMIT REQUIRED. |
| | 3. PALM BEACH COUNTY IMPACT FEES REQUIRED. |
| | 4. TYP. WALL SECTION ON PG. A-2 MISSING DOWELS INTO |
| | EXISTING SLAB. |
| | 5. TYP. WALL SECTION ON PG A-2 MISSING VERTICAL |
| | RE-INFORCING PER FBC R606.12.2.2.3 |
| | 6. TYP. WALL SECTION ON PG A-2 SHOWS 6 INCH DOWELS. |
| | EPOXY DOWEL NOTES REQUIRES 30 INCH OVERLAP. PLEASE |
| | CLARIFY. |
| | 7. TYP. WALL SECTION ON PG A-2 REQUIRES 2500 PSI |
| | CONCRETE. EPOXY DOWEL NOTES REQUIRE 3000 PSI. PLEASE |
| | CLARIFY. |
| | 8. EPOXY DOWEL NOTES #6 REQUIRES ALL CMU CELLS TO BE |
| | FILLED WITH 3000 PSI CONCRETE. |
| | 9. DETAILS ON PG A-2 NOT NUMBERED. |
| | 10. PROVIDE PRODUCT APPROVALS FOR TUBE SKYLIGHTS. |
| | 11. PROVIDE PRODUCT APPROVALS FOR NEW ROOF SYSTEM. |
| | |
| | FBC 107.3.5.3 ? PROVIDE A SITE PLAN TO DEMONSTRATE |
| | SETBACKS AND BUILDING SEPARATION. |
| | |
| | FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE |
| | DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL. |
| | 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. SUCH DRAWINGS AND SPECIFICATIONS SHALL |
| | CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, |
| | AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS |
| | ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH |
| | INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES |
| | SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE |
| | TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE |
| | FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE |
| | NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE |
| | DESIGN. (SEE ALSO SECTION 107.3.5). |
| | |
| | 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 ROOFING |
| | SUBMITTALS. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES |
| | MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE |
| | SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM |
| | BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH |
| | THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT |
| | MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE |
| | THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL |
| | PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025. |
| | |
| | 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. |
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