Date |
Text |
2005-05-02 00:00:00 | BUILDING PLAN REVIEW: PROVISO |
| |
| 1. SLAB AREA MUST HAVE TERMITE TREATMENT |
| PRIOR TO POUR. SEE CODE BELOW: |
| |
| FBC104.2.6 CERTIFICATE OF PROTECTIVE |
| TREATMENT FOR PREVENTION OF |
| TERMITES. A WEATHER RESISTANT JOBSITE |
| POSTING BOARD SHALL BE PROVIDED TO |
| RECEIVE DUPLICATE TREATMENT |
| CERTIFICATES AS EACH REQUIRED PROTECTIVE |
| TREATMENT IS COMPLETED, PROVIDING A COPY |
| FOR THE PERSON THE PERMIT IS |
| ISSUED TO AND ANOTHER COPY FOR THE |
| BUILDING PERMIT FILES.THE TREATMENT |
| CERTIFICATE SHALL PROVIDE THE PRODUCT |
| USED, IDENTITY OF THE APPLICATOR, |
| TIME AND DATE OF THE TREATMENT, SITE |
| LOCATION, AREA TREATED, CHEMICAL |
| USED, PERCENT CONCENTRATION AND NUMBER |
| OF GALLONS USED, TO ESTABLISH A |
| VERIFIABLE RECORD OF PROTECTIVE |
| TREATMENT.IF THE SOIL CHEMICAL BARRIER |
| METHOD FOR TERMITE PREVENTION IS USED, |
| FINAL EXTERIOR TREATMENT SHALL BE |
| COMPLETED PRIOR TO FINAL BUILDING |
| APPROVAL. |
| |
| 2. SLAB CODE REQUIREMENTS: |
| |
| FBC1909.1 MINIMUM THICKNESS. THE MINIMUM |
| THICKNESS OF CONCRETE FLOOR SLABS |
| SUPPORTED DIRECTLY ON THE GROUND SHALL |
| BE NOT LESS THAN 3-1/2 INCHES (89 |
| MM) UNLESS DESIGNED BY AN ARCHITECT OR |
| ENGINEER. |
| |
| FBC1909.2 VAPOR RETARDER. A VAPOR |
| RETARDER CONSISTING OF 6 MIL (0.152 MM) |
| MINIMUM POLYETHYLENE WITH JOINTS LAPPED |
| 6 INCHES (152 MM) AND SEALED, OR |
| OTHER APPROVED MATERIALS HAVING A |
| MAXIMUM PERM RATING OF 0.5 [2.873 X |
| 10^-5MG/(PA ? S ? M^2)] SHALL BE |
| INSTALLED UNDERNEATH THE SLAB. |
| |
| |
| 3. FL BLDG 1909.3 (EXEPTION# 2) |
| CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| FABRIC LOCATED IN THE MIDDLE TO THE |
| UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| PORTED BY APPROVED MATERIALS OR SUPPORTS |
| AT SPACING NOT TO EXCEED 3 FT OR IN |
| ACCORDANCE WITH MANUFACTURER'S SPEC. |
| |
| 4. FOOTER SHALL BE 18" X 12" WITH 3 #5 |
| REBAR. |
| |
| ANY QUESTIONS PLEASE CALL: |
| LEA SMITH, BUILDING PLANS EXAMINER |
| 805-6713 |
| |
| |
| |
| |
| |