| 2016-11-16 12:05:33 | 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. |
| | BUILDING PLANS EXAMINER ? PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | |
| | 1. STATE GOVERNING CODES ON PLANS: 2014 FBC 5TH |
| | EDITION, 2011 NEC. |
| | 2. DESIGN PROFESSIONALS SIGNATURE AND SEAL APPEAR TO BE |
| | PHOTO COPIED. DESIGNER OF RECORD TO SIGN AND SEAL PLANS |
| | PER FAC 61G1-16.001. |
| | 3. VERTICAL RE-INFORCEMENT FOR COLUMNS SHALL COMPLY |
| | WITH FBC 606.12.3.2 & 606.12.3.3. |
| | |
| | FBC-107.1 GENERAL - FAC 61G1-16.004 - A TITLE BLOCK |
| | MUST APPEAR ON ALL ARCHITECTURAL OR INTERIOR DESIGN |
| | DRAWINGS AND SPECIFICATION IDENTIFICATION SHEETS THAT |
| | ARE REQUIRED TO BE SIGNED AND SEALED. THE TITLE BLOCK |
| | MUST, AT A MINIMUM, CONTAIN THE FOLLOWING INFORMATION: |
| | (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER. |
| | (2) FIRM LICENSE NUMBER. |
| | (3) NAME OR IDENTIFICATION OF PROJECT. |
| | (4) DATE PREPARED. |
| | (5) A SPACE FOR THE SIGNATURE AND DATED SEAL. |
| | (6) THE PRINTED NAME AND THE LICENSE/REGISTRATION |
| | NUMBER OF THE PERSON SEALING THE DOCUMENT. |
| | (7) THE DATE OF PLANS REVISION, IF THE PLANS ARE |
| | REVISED. |
| | |
| | 61G1-16.001 ARCHITECT?S AND INTERIOR DESIGNER?S SEAL. |
| | EACH ARCHITECT AND INTERIOR DESIGNER SHALL ACQUIRE A |
| | SEAL WITH WHICH SHE OR HE SHALL IDENTIFY ALL PLANS, |
| | SPECIFICATIONS OR REPORTS PREPARED OR ISSUED BY HER OR |
| | HIM AND FILED FOR PUBLIC RECORD. THE SEAL SHALL BE |
| | CAPABLE OF LEAVING A PERMANENT INK REPRESENTATION OR |
| | OTHER FORM OF EMBOSSING OR OPAQUE AND PERMANENT |
| | IMPRESSION, WHICH ALSO MAY BE COMPUTER GENERATED |
| | IMPRESSIONS, ON THE SURFACE OF PRINTS OR OTHER |
| | DUPLICATIONS OF DRAWINGS, AND, AS APPROPRIATE, UPON |
| | SPECIFICATION PAGES, AND OTHER ARTICLES OF SERVICE. |
| | WHERE REQUIRED, ELECTRONIC FILES MAY BE SEALED IN |
| | ACCORDANCE WITH RULE 61G1-16.005, F.A.C. |
| | |
| | R606.12.3.2 MINIMUM REINFORCEMENT REQUIREMENTS FOR |
| | MASONRY WALLS. |
| | MASONRY WALLS OTHER THAN THOSE COVERED BY SECTION |
| | R606.12.2.2.3 SHALL BE REINFORCED IN BOTH THE VERTICAL |
| | AND HORIZONTAL DIRECTION. THE SUM OF THE |
| | CROSS-SECTIONAL AREA OF HORIZONTAL AND VERTICAL |
| | REINFORCEMENT SHALL BE AT LEAST 0.002 TIMES THE GROSS |
| | CROSSSECTIONAL AREA OF THE WALL, AND THE MINIMUM |
| | CROSS-SECTIONAL AREA IN EACH DIRECTION SHALL BE NOT |
| | LESS THAN 0.0007 TIMES THE GROSS CROSS-SECTIONAL AREA |
| | OF THE WALL. REINFORCEMENT SHALL BE UNIFORMLY |
| | DISTRIBUTED. TABLE R606.12.3.2 SHOWS THE MINIMUM |
| | REINFORCING BAR SIZES REQUIRED FOR VARYING THICKNESSES |
| | OF MASONRY WALLS. THE MAXIMUM SPACING OF REINFORCEMENT |
| | SHALL BE 48 INCHES (1219 MM) PROVIDED THAT THE WALLS |
| | ARE SOLID GROUTED AND CONSTRUCTED OF HOLLOW OPEN-END |
| | UNITS, HOLLOW UNITS LAID WITH FULL HEAD JOINTS OR TWO |
| | WYTHES OF SOLID UNITS. THE MAXIMUM SPACING OF |
| | REINFORCEMENT SHALL BE 24 INCHES (610 MM) FOR ALL OTHER |
| | MASONRY. |
| | |
| | R606.12.3.3 MINIMUM REINFORCEMENT FOR MASONRY COLUMNS. |
| | LATERAL TIES IN MASONRY COLUMNS SHALL BE SPACED NOT |
| | MORE THAN 8 INCHES (203 MM) ON CENTER AND SHALL BE AT |
| | LEAST 3/8-INCH (9.5 MM) DIAMETER. LATERAL TIES SHALL BE |
| | EMBEDDED IN GROUT. |
| | |
