Date |
Text |
2002-12-19 00:00:00 | BUILDING DENIED |
| |
| 1) IMPACT FEES MUST BE PAID TO PALM |
| BEACH COUNTY, PLANS STAMPED BY THEM AND |
| COPY OF RECEIPT SUBMITTED TO CITY OF |
| WEST PALM BEACH BUILDING DEPARTMENT, |
| BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| |
| 2)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| INFORMATION RELATED TO WIND SHALL BE |
| SHOWN ON THE CONSTRUCTION DRAWINGS, |
| 1)- BASIC WIND SPEED, MPH |
| 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| CATEGORY |
| 3)- WIND EXPOSURE |
| 4)- INTERNAL PRESSURE COEFFICIENT, |
| 5)- COMPONENTS & CLADDING, THE DESIGN |
| WIND PRESSURES IN TERMS OF PSF. |
| |
| 3) PROVIDE ELEVATION, FLOOR PLAN, |
| FOUNDATION PLAN AND WALL SECTION OF THE |
| EXISTING STRUCTURE OF THE AREA WHERE THE |
| ADDITION IS TO BE CONSTRUCTED. |
| |
| 4) INDICATE ON THE PLANS HOW THE ROOMS |
| ADJACENT TO THE ADDITION WILL COMPLY |
| WITH EMERGENCY EGRESS REQUIREMENTS. SEE |
| FBC 1005.4. |
| |
| 5) INDICATE ON THE PLANS THE GUARDRAIL |
| HEIGHT AND THE SPACING BETWEEN THE |
| INTERMEDIATE RAILS.SEE FBC 1015 & 1026.5 |
| |
| 6) PROVIDE A FLOOR FRAMING PLAN FOR THE |
| ADDITION. SPECIFY THE JOIST SIZE, |
| SPACING, ETC. |
| |
| 7) SPECIFY ALL STRAPS, CONNECTORS, |
| ANCHORS, ETC. THAT WILL BE USED TO |
| PROVIDE A CONTINOUS LOAD PATH FROM THE |
| ROOF TRUSSES TO THE FOUNDATION. |
| |
| 8) NUMBER 3 ON A1 INDICATES 2X6 METAL |
| STUDS AND #6 SPECIFIES 2X6 WOOD STUDS. |
| PLEASE CLARIFY. IF USING METAL STUDS, |
| SPECIFY THE GUAGE. |
| |
| 9) SPECIFY THE ROOF SHEATHING NAILING |
| REQUIREMENTS AS REQUIRED BY THE CITY OF |
| WPB AMENDMENTS TO THE FBC TABLE 2306.1. |
| |
| 10) REVIEW FOR SHEAR WALL REQUIREMENTS. |
| SPECIFY HOW SHEAR WALL REQUIREMENTS WILL |
| BE ACCOMPLISHED. SEE FBC 2308.2 FOR |
| EXTERIOR WALL BRACING REQUIREMENTS |
| USING STRUCTURAL WALL PANELS. |
| |
| 11) SPECIFY ALL CONNECTORS THAT WILL BE |
| USED TO RESIST UPLIFT AND OVERTURNING |
| LOAD. (HOLDDOWNS,STRAPS,ETC.) |
| |
| 12) CHECK FOR HORIZONTAL DIAPHRAM |
| REQUIREMENTS. SPECIFY HOW THIS WILL BE |
| ACCOMPLISHED. SEE FBC 2310. |
| |
| 13)FL BLD CODE 2309.6 ATTIC ACCESS, |
| INDICATE OPENING SIZE. |
| |
| 14) SPECIFY ATTIC VENTILATION PER FBC |
| 2309.7. |
| |
| 15) SPECIFY BRACING FOR GABLE END PER |
| FBC 2313.4. |
| |
| 16) SPECIFY THE CONNECTION BETWEEN THE |
| NEW WALLS AND THE EXISTING STRUCTURE. |
| INDICATE THE TYPE OF CONSTRUCTION OF THE |
| EXISTING STRUCTURE. FBC 104.1.5 |
| |
| 17) PROVIDE STRUCTURAL DETAILS FOR THE |
| CONSTRUCTION OF THE CHIMNEY EXTENSION. |
| FBC 104.1.5 |
| |
| 18) PROVIDE LISTING INFORMATION AND |
| MANUFACTURER'S SPECIFICATIONS FOR THE |
| PREFAB CHIMNEY PIPE. FBC 2804.4 |
| |
| 19) INDICATE THE ROOF PITCH, MEAN ROOF |
| HEIGHT, WALL HEIGHTS, ETC. FBC 104.1.5 |
| |
| 20)FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| PROVIDE ENERGY CALS/ W MANUAL "J" |
| OWNER/AGENT IS REQUIRED TO SIGN AND DATE |
| FORM. |
| |
| 21) SPECIFY CEILING INSULATION AS |
| REQUIRED BY FBC CHAPTER 13. |
| |
| 22) SPECIFY ON THE DECK EXTENSION DETAIL |
| ON A2 IF POST IS EMBEDDED IN CONCRETE. |
| INDICATE HOW UPLIFT AND GRAVITY LOADS |
| ARE BEING RESISTED. INDICATE THE TYPE OF |
| PRESERVATIVE TREATMENT. SEE FBC 1805, |
| 1811 AND 1606. |
| |
| 22) PROVIDE DOOR BUCK DETAILS. SEE FBC |
| 1707.4.4. |
| |
| 23) SPECIFY THE POSITIVE AND NEGATIVE |
| WINDLOAD PRESSURE (PSF) AT NEW DOOR |
| OPENING. FBC 1606.1.7 |
| |
| 24) INDICATE OPENING PROTECTION FOR |
| GLAZING IN FRENCH DOOR. FBC 1606.1.4 |
| |
| 25) PROVIDE (2) CURRENT AND COMPLETE |
| COPIES OF SBCCI OR METRO-DADE PRODUCT |
| APPROVALS FOR: |
| - FRENCH DOOR |
| - STORM PANELS |
| |
| 26) THE ARCHITECT IS REQUIRED TO SIGN |
| AND DATE THE DRAWINGS, IN ADDITION TO |
| EMBOSSING THEM. A SIGNATURE STAMP IS NOT |
| ACCEPTABLE. SEE FAC 61G |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)659-8096 EXT.8202 |