| Date |
Text |
| 2001-07-27 00:00:00 | THE STRUCTUAL CALCS CITE 40 PSF FOR THE |
| | STAIRS.THE CITY USES SBC TABLE 1604.1. |
| | PLEASE REVISE AS NECESSARY. |
| | |
| | SEVERAL OF THE PAGES OF THE STRUCTUAL |
| | CALCS CITE THE UBC WHICH IS NOT |
| | RECOGNIZED BY THE CITY. |
| | |
| | THE CALCULATIONS DO NOT SHOW AN |
| | INVESTIGATION FOR WINDLOADS. |
| | |
| | THE METRO DADE NOA FOR THE STEEL DOOR |
| | 95-1212.01 IS EXPIRED AND THE DRAWING |
| | IS ILLEGIBLE. |
| | |
| | THE INFORMATION FOR THE "PICTURE |
| | WINDOW"IS NOT A NOTICE OF ACCEPTANCE OR |
| | TEST REPORT. |
| | |
| | THE NOA FOR THE METAL TECH SHUTTERS DOES |
| | NOT HAVE THE COMPONENTS MARKED OR AN |
| | INSTALLATION SCHEDULE. |
| | |
| | UNIT TYPE A1 SHOWS A DOOR WITH A |
| | SIDELITE AND NO ACCOMPANYING PRODUCT |
| | REPORT. |
| | |
| | THE GLAZING ADJACENT THE ENTRY DOORS OF |
| | THE B TYPE UNITS MUST COMPLY WITH SBC |
| | 2405.2.1. |
| | |
| | SEE SBC 1006.2.4 FOR OPENING PROTECTION |
| | REQUIREMENTS IN THE VICINITY OF THE |
| | STAIRS. |
| | |
| | THE GUARDRAIL SHOWN IN SECTION 8/A701 |
| | DOES NOT HAVE THE 2" SPHERE TOE RAIL |
| | REQUIREMENT OF SBC 1015.3. |
| | |
| | SHOW THE FIRE DESIGN NUMBER FOR THE 1 |
| | HOUR CHASE DEPICTED IN SECTION 6/A7.03. |
| | |
| | THE PROPERTY MAY BE IN A FLOOD ZONE BUT |
| | IN THE ABSENCE OF A SURVEY OR LEGAL |
| | DESCRIPTION, IT CANNOT BE DETERMINED. |
| | |
| | THE NOTES ON SHEET S1 CALL OUT A SOIL |
| | PRESSURE OF 2000 PSF AND S11 3000 PSF. |
| | PLEASE CLARIFY. |
| | |
| | S12 DOES NOT SHOW ANY WIND PRESSURES FOR |
| | THE ROOF. |
| | |
| | SHOW THE DESIGN LOADS FOR THE HANDRAILS |
| | AND GUARDRAILS, INCLUDING THE LATICE, IN |
| | ACCORDANCE WITH SBC 1608.2. |
| | |
| | STRUCTURAL. WHAT IS THE BASE VELOCITY |
| | PRESSURE USED?ASCE OR SBC? |
| | |
| | THE A 5 SHEETS REFERENCE A TYPICAL |
| | TENANT SEPARATION WALL TO BE 4/A601 AND |
| | IS NOT FOUND THERE.IS IT 1/A6.02? |
| | NOTE, THIS DOES NOT MEET THE DEFINITION |
| | OF A TOWNHOUSE. SEE SBC 202. |
| | |
| | |
| | A SCALED AND DIMENSIONED SITE PLAN WAS |
| | NOT INCLUDED SO COMPLIANCE WITHSBC |
| | TABLE 600 CANNOT BE DETERMINED.IT |
| | APPEARS FROM THE LANDSCAPE PLANS THAT |
| | THE STAIRS MAY NOT COMPLY WITH SBC |
| | 1006.2.2. |
| | |
| | SHOW A STAIR DETAIL SO THAT COMPLIANCE |
| | WITH SBC 1007.3.1 MAY BE DETERMINED. |
| | |
| | SHOW THE FIRE SPRINKLER DESIGN AS |
| | REQUIRED BY FS 553.79 (2) |
| | |
| | INCLUDE THE REINFORCED MASONRY CHECKLIST |
| | REQUIRED BY ACI 530. |
| | |
| | A RESIDENT INSPECTOR WILL BE REQUIRED |
| | FOR THIS PROJECT.CONTACT DON NEELY AT |
| | 561-659-8096X 8333 FOR MORE |
| | INFORMATION. |
| | |
| | |
| | BEFORE A PERMIT TO CONSTRUCT CAN BE |
| | ISSUED IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY FOR THE CITY.CALL |
| | 561-233-5025 |
| | FOR MORE INFORMATION. |
