| Date |
Text |
| 2018-05-29 18:12:54 | PLAN |
| | REVIEW COMMENTS |
| | 2ND REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) NEW COMMENT: THE SITE DRAINAGE PLAN C-1, THAT WAS |
| | SUBMITTED DOES NOT MATCH THE SIDE SET BACKS ON THE |
| | PROPOSED SITE PLAN THAT WAS APPROVED BY ZONING ON |
| | 5/18/18. |
| | SUBMIT TWO SETS OF A DRAINAGE PLAN WITH ELEVATIONS TO |
| | SHOW COMPLIANCE WITH FBC-R401.3. SURFACE DRAINAGE SHALL |
| | BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER |
| | APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A |
| | HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER |
| | AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A |
| | MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET |
| | (3048 MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR |
| | OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF |
| | FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL |
| | BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE |
| | STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) |
| | OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF |
| | 2 PERCENT AWAY FROM THE BUILDING. |
| | THIS INFORMATION IS REQUIRED ON THE SITE PLAN PER FBC |
| | 107.2.5 SITE PLAN. |
| | |
| | 2) COMPLIED. |
| | |
| | 3) COMMENT NOT ADDRESSED TO SATISFACTION. I AM IN |
| | RECEIPT OF YOUR RESPONSE TO MY COMMENT ABOUT THE UPLIFT |
| | FOR THE (2) SIMPSON HETAL 20 ANCHORS NOT HAVING AN |
| | UPLIFT OF 3600 LBS. I AGREE THAT A HETA NAD A HETAL |
| | STRAP ARE NOT THE SAME. THE HETAL HAS A SEAT AND THE |
| | HETA DOES NOT. IF YOU LOOK IN THE ANCHOR TABLE ON PAGE |
| | 291 OF THE 2017 SIMPSON CATALOG YOU WILL SEE THAT THEY |
| | BOTH HAVE THE SAME UPLIFT VALUE OF 1810 LBS. THE SEAT |
| | ONLY PROVIDES ADDITIONAL LATERAL LOADS. IF YOU READ |
| | NOTE #8 THAT IS LISTED ON THE RIGHT SIDE OF THE TABLE |
| | IT STATES THAT THE MINIMUM SPACING FOR MULTIPLE ANCHOR |
| | INSTALLATION IS 2 TIMES THE EMBEDMENT DEPTH FOR FULL |
| | LOAD AND REFERS YOU TO THE DOUBLE EMBEDDED ANCHOR |
| | SCHEDULE FOR LOADS ON CLOSER SPACED ANCHORS. THE EMBED |
| | DEPTH FOR THESE ANCHORS IS 5-1/16" WHICH REQUIRES THEM |
| | TO BE SPACED 10-1/8" APART TO GET THE FULL UPLIFT LOAD. |
| | IN THE GROUT FILLED CONCRETE MASONRY UNIT BOND BEAMS |
| | SPECIFIED ON THE PLANS (2) HETA ANCHORS WILL PROVIDE |
| | 2,035 LBS OF UPLIFT CAPACITY ON A SINGLE TRUSS AND |
| | 2,500 LBS OF UPLIFT CAPACITY ON A 2 OR 3 PLY TRUSS. |
| | ON SHEET 4 - 4 OF THE PLANS, THE ROOF FRAMING PLAN |
| | SPECIFIES (2) SIMPSON HETAL 20 ANCHORS FOR THE GIRDER |
| | TRUSS WITH AN UPLIFT OF 3600 LBS. THIS IS NOT CORRECT. |
| | THE SIMPSON CATALOG HAS AN UPLIFT LOAD CAPACITY OF 2700 |
| | LBS. FOR (2) HETA ANCHORS ON A TWO PLY TRUSS. PLEASE |
| | CORRECT. |
| | |
| | 4) NEED COPY OF THE PAID IMPACT FEE RECEIPT. SEE IMPACT |
| | FEE REVIEW. |
| | |
