| 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 |