| Date |
Text |
| 2003-09-09 00:00:00 | PLEASE PROVIDE A RECENT SIGNED, SEALED |
| | AND DATED PROPERTY SURVEY. |
| | |
| | THE SITE PLAN ON SHEET A1 IS NOT CLEAR |
| | AS TO THE SIZE AND LOCATION OF THE |
| | ADDITION AND PORCHES.THE OTHER SHEETS |
| | ARE LACKING DIMENSIONS AS WELL FOR THE |
| | NEW WORK.PLEASE REVISE AS NECESSARY. |
| | |
| | THE DRIVE APPROACH SHOWN ON SHEET A1 IS |
| | NOT ACCEPTABLE IN WEST PALM BEACH. |
| | CONTACT M. AMINI AT 805-6723 FOR |
| | SPECIFIC INFORMATION. |
| | |
| | THE ROOF TRUSSES DATED 7/29/03 DO NOT |
| | SHOW THE MINIMUM 10# LIVE LOAD FOR THE |
| | BOTTOM CHORD IN ACCORDANCE WITH FBC |
| | TABLE 1604.1 FOR ATTICS WITHOUT STORAGE. |
| | PLEASE REVISE AS NECESSARY. |
| | |
| | THE TRUSS ENGINEERING SHOWS A 15# DEAD |
| | LOAD FOR THE TOP CHORD.SINCE A |
| | CONCRETETILE ROOF COVERING IS PROPOSED, |
| | WHAT IS THE ASSUMED WEIGHT OF |
| | MATERIALS?IE; PLYWOOD SHEATHING, FELT |
| | MATERIALS, ETC.HAS THE ENGINEER OF |
| | RECORD REVIEWED THE TRUSS DRAWINGS? |
| | |
| | SEVERAL OF THE TRUSSES ARE SHOWN AS |
| | SUPERIMPOSING POINT LOADS > 1000 LBS ON |
| | THE EXISTING ROOF STRUCTURE AS WELL AS |
| | INTERIOR BEARING WALLS NOT INDICATED ON |
| | THE PLANS. |
| | PLEASE PROVIDE COMPUTATIONS |
| | DEMONSTRATING THE ABILITLY OF THE |
| | EXISTING STRUCTURE |
| | TO SUPPORT THE NEW CONSTRUCTION. |
| | |
| | SHEET A3.PROVIDE A FRAMING DETAIL FOR |
| | THE TWO NEW DOOR OPENINGS ON THE FRONT |
| | PORCH SECOND FLOOR BALCONY.FBC 104.2. |
| | |
| | WHAT IS THE DESIGN LOAD FOR THE BALCONY? |
| | |
| | PLEASE SHOW A CONSTRUCTION DETAIL AND |
| | DESIGN LOADS FOR THE BALCONY GUARD |
| | RAILS. SEE FBC 104.2. |
| | |
| | WHAT IS THE SPACING OF THE FRONT PORCH |
| | COLUMNS? |
| | |
| | SHEET A3, SECTION C-C. THE NOTE "2X6 |
| | STRAPPED TO EXISTING WALL STUDS" IS |
| | POOR ENGINEERING DESIGN FOR A BALCONY. |
| | PLEASE PROVIDE A CONSTRUCTION DETAIL |
| | WITH SPECIFIC INFORMATION. |
| | |
| | SECTION A-A CALLS OUT J BOLTS FOR |
| | ANCHORING THE BOTTOM PLATE.WILL THERE |
| | BE ANY WASHERS? |
| | |
| | THE FRONT AND REAR PORCHES INDICATE |
| | STEPS.PLEASE PROVIDE DIMENSIONS AND |
| | CONSTRUCTION DETAILS. |
| | |
| | A3 SECTION C-C.THE ROOF CONNECTION FOR |
| | THE PORCH TO THE EXISTING.WILL THERE |
| | BE ANY MODIFICATION TO THE EXISTING FOR |
| | UPLIFT? |
| | |
| | SHEET A2. WHAT IS THE SPACING OF THE |
| | RAFTERS, SHEATHING AND DESIGN LOAD FOR |
| | THE SHED ROOF?SEE FBC 104.2. |
| | |
| | WHAT IS THE FOOTING SIZE FOR THE SHED? |
| | |
| | SHOW THE TERMITE TREATMENT FOR THE SOIL |
| | AS PROVIDED FOR IN FBC 1816. |
| | |
| | SHEET A2.WHAT IS THE NOTE IN THE |
| | DINING ROOM AREA "DOWEL INTO EXISTING |
| | FOOTING" INDICATIVE OF? |
| | |
| | SHOW THE ATTIC ACCESS AND VENTILATION AS |
| | REQUIRED BY FBC 2309.6 AND 2309.7. |
| | |
| | THE ADDITION MAY BE SUBJECT TO IMPACT |
| | FEES COLLECTED BY COUNTY.THE PERMIT |
| | PLANS MUST BE STAMPED BY THAT OFFICE |
| | AND A COPY OF THE PAID RECEIPT ATTACHED |
| | TO THE PERMIT APPLICATION BEFORE A |
| | PERMIT MAY BE ISSUED.CALL |
| | 561-233-5025 FOR MORE INFORMATION. |
