| Date |
Text |
| 2014-09-23 10:21:57 | DECK REPLACEMENT, SECOND BUILDING REVIEW COMMENTS. |
| | CODE: 2010 FBC. |
| | |
| | 1- SHEET S1: |
| | A) WIND LOADS: THE WIND SPEED IN THE CITY OF WEST PALM |
| | BEACH IS 170MPH (SEE FIGURE 1609A OF 2010 FBC) NOT |
| | 160MPH. REVISE AS REQUIRED. |
| | ***NOTE #2 OF FIGURE 1609A ALLOWS FOR LINEAR |
| | INTERPOLATION BETWEEN CONTOURS. IF ENGINEER WANTS TO |
| | INTERPOLATE THE WIND SPEED, THEN PROVIDE COMPLETE |
| | ENGINEERING ANALYSIS SHOWING HOW OBTAINING THE 160MPH |
| | WIND SPEED. SEC. 107.2.1.3 OF CITY AMENDMENTS TO FBC. |
| | |
| | B) ENGINEER'S DESIGN CRITERIA IS MISSING THE DECK LIVE |
| | LOADS AS REQUIRED BY TABLE 1607.1 OF 2010 FBC. |
| | |
| | C) HANDRAILS AND GUARDRAILS DESIGN INFORMATION IS |
| | MISSING THE CONCENTRATED LOAD AS REQUIRED BY SEC. |
| | 10607.7.1.1 OF 2010 FBC. |
| | |
| | 2- RAILING (GUARDRAIL) DETAILS: |
| | A) DETAILS 4/S-2 AND 5/S-2: SPECIFY HOW ARE S THE 2 X 4 |
| | BEAMS ATTACHED TO THE 4" POST. SEC. 1603.1 OF 2010 FBC. |
| | |
| | B) DETAILS 2/S-1 AND 2/S-2: CLARIFY HOW IS THE 4" POST |
| | ATTACHED TO THE SUPPORTING MEMBER. DETAIL SUBMITTED |
| | SHOWS THREE 5/8" THRU BOLTS, BUT THE TOP AND BOTTOM |
| | BOLTS ARE ATTACHED TO THE POST ITSELF. REVISE/CLARIFY |
| | AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS TO FBC. |
| | |
| | 3- RE-SUBMIT ALL THE ENGINEER'S REVISED DRAWINGS AND |
| | DOCUMENTS (2 COPIES) WITH ORIGINAL SEAL AND SIGNATURE |
| | AS REQUIRED BY CHAPTER 471 FL. ST. |
| | |
| | ***NOTE: |
| | VALUATION WILL BE UPDATED TO $767,526.00 (BASED ON DC |
| | CONSTRUCTION ASSOCIATES PROPOSAL SUBMITTED) AND THIS |
| | WILL BE FOR "THE RENOVATION FOR THE BOARDWALKS OF THE |
| | TROPIC RESTAURANT AND THE FLORIDA PIONEER HOUSE" AS |
| | SHOWN ON SHEETS S-1 AND S-2 SUBMITTED. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | (561)805-6712 |
| | [email protected] |
