| Date |
Text |
| 2015-11-20 12:01:05 | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER ? PX3169 |
| | (561) 805-6718 |
| | [email protected] |
| | |
| | 1ST REVIEW: FBC 2014 5TH ED. |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. FOR YOUR CONVIENENCE I HAVE REFERENCED THE |
| | APPROPRIATE CODE SECTIONS: |
| | |
| | PLANS TO BE LEGIBLE. |
| | PROVIDE DETAILS FOR FOOTINGS. |
| | PROVIDE DETAILS FOR CONNECTION TO FOOTINGS. |
| | PROVIDE SITE PLAN. |
| | |
| | 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 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS |
| | SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON |
| | SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM. |
| | THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE, |
| | SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO |
| | RECORDS MANAGEMENT. |
| | |
| | FBC 107.3.5.3 ? PROVIDE A SITE PLAN TO DEMONSTRATE |
| | SETBACKS AND BUILDING SEPARATION. |
| | |
| | 1807.3 EMBEDDED POSTS AND POLES. |
| | DESIGNS TO RESIST BOTH AXIAL AND LATERAL LOADS |
| | EMPLOYING POSTS OR POLES AS COLUMNS EMBEDDED IN EARTH |
| | OR IN CONCRETE FOOTINGS IN EARTH SHALL BE IN ACCORDANCE |
| | WITH SECTIONS 1807.3.1 THROUGH 1807.3.3. |
| | 1808.8 CONCRETE FOUNDATIONS. |
| | THE DESIGN, MATERIALS AND CONSTRUCTION OF CONCRETE |
| | FOUNDATIONS SHALL COMPLY WITH SECTIONS 1808.8.1 THROUGH |
| | 1808.8.6 AND THE PROVISIONS OF CHAPTER 19. |
| | 1809.12 TIMBER FOOTINGS. |
| | TIMBER FOOTINGS SHALL BE PERMITTED FOR BUILDINGS OF |
| | TYPE V CONSTRUCTION AND AS OTHERWISE APPROVED BY THE |
| | BUILDING OFFICIAL. SUCH FOOTINGS SHALL BE TREATED IN |
| | ACCORDANCE WITH AWPA U1 (COMMODITY SPECIFICATION A, USE |
| | CATEGORY 4B). TREATED TIMBERS ARE NOT REQUIRED WHERE |
| | PLACED ENTIRELY BELOW PERMANENT WATER LEVEL, OR WHERE |
| | USED AS CAPPING FOR WOOD PILES THAT PROJECT ABOVE THE |
| | WATER LEVEL OVER SUBMERGED OR MARSH LANDS. THE |
| | COMPRESSIVE STRESSES PERPENDICULAR TO GRAIN IN |
| | UNTREATED TIMBER FOOTINGS SUPPORTED UPON TREATED PILES |
| | SHALL NOT EXCEED 70 PERCENT OF THE ALLOWABLE STRESSES |
| | FOR THE SPECIES AND GRADE OF TIMBER AS SPECIFIED IN THE |
| | AF&PA NDS. |
| | |
