| Date |
Text |
| 2002-12-02 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) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3)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. |
| | INDICATE THE INTERNAL PRESSURE |
| | COEFFICIENT, WHICH IS + OR - 0.18 FOR AN |
| | ENCLOSED STRUCTURE. PLEASE CORRECT THE |
| | IMPORTANCE FACTOR, WHICH SHOULD BE 1.00. |
| | |
| | 4) PLEASE REVISE GENERAL NOTES 3,8 & 10 |
| | ON C1 TO REFERENCE THE FLORIDA BUILDING |
| | CODE AND 140 MPH WIND ZONE. |
| | |
| | 5) PROVIDE ENERGY CALCULATIONS, REQUIRED |
| | BY CHAPTER 13 OF THE FBC. |
| | |
| | 6) PROVIDE FLOOR AND ROOF FRAMING PLANS. |
| | PROVIDE A CONNECTOR SCHEDULE AND |
| | INDICATE THE LOADS TO BE RESISTED. |
| | |
| | 7) PROVIDE DETAILS OF THE STAIRS, HAND- |
| | RAILS AND GUARDRAILS WHICH COMPLY WITH |
| | FBC SECTIONS 1007, 1007.5 AND 1015. |
| | |
| | 8) PROVIDE DETAILS FOR THE GUARDRAILS AT |
| | THE EXTERIOR BALCONY WHICH SHOW |
| | COMPLIANCE WITH FBC SECTIONS 1015 AND |
| | 1608.2.2. INDICATE HEIGHT, INTERMEDIATE |
| | RAIL SPACING, MATERIAL, CONNECTIONS TO |
| | STRUCTURE, ETC. |
| | |
| | 9) INDICATE THE LOCATIONS AND MATERIALS |
| | THAT WILL BE USED FOR DRAFTSTOPPING THE |
| | FLOOR/CEILING ASSEMBLY INTO 500 SQFT |
| | AREAS AS REQUIRED BY FBC 2305.2.2. |
| | |
| | 10) PROVIDE CONSTRUCTION DETAILS FOR THE |
| | SECOND FLOOR EXTERIOR BALCONY. |
| | |
| | 11)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". REQUIRED FOR |
| | ALL ATTIC SPACES WITH 24" CLEAR HEIGHT. |
| | |
| | 12) SPECIFY THE SIZE AND SPACING OF THE |
| | ATTIC VENTS ON A4. THE RATIO OF NET FREE |
| | VENTILATING AREA TO THE AREA OF THE |
| | CEILING SHALL BE MINIMUM OF 1/150. SEE |
| | FBC 2309.7. |
| | |
| | 13) CLARIFY THE FOOTINGS FOR THE 16" |
| | DIAMETER CONCRETE FILLED BLOCK COLUMNS |
| | AT THE FRONT PORCH. |
| | |
| | 14) SPECIFY THE CONNECTION OF THE SECOND |
| | FLOOR EXTERIOR WOOD FRAME BEARING WALL |
| | TO THE WOOD GIRDER TRUSS. SEE A2. |
| | |
| | 15) SPECIFY THE BOLT TYPE, LENGTH AND |
| | EMBEDDMENT FOR THE HD2A/ADS2 CONNECTORS |
| | INDICATED IN DETAIL 8/A8. |
| | |
| | 16) SPECIFY THE COLUMN SUPPORTING THE |
| | GIRDER TRUSS AT THE LIVING ROOM AND THE |
| | BUILT-UP WOOD COLUMNS SHOWN ON A3. |
| | SPECIFY THE CONNECTORS AT THE TOPS AND |
| | BOTTOMS OF THESE COLUMNS. PLEASE CLARIFY |
| | WHICH ONE OF THE TWO COLUMNS SHOWN IN |
| | DETAIL 8/A8 IS TO BE USED AT EACH |
| | LOCATION. |
| | |
| | 17) PLEASE CLARIFY THE SECTION AT THE |
| | STUDY WALL ON A3 THAT IS MARKED 4/A3. |
| | THERE IS NO SECTION OR DETAIL 4 ON SHEET |
| | A3. |
| | |
| | 18) THE CITY OF WPB AMENDMENTS TO THE |
| | FBC 2111.1.9 REQUIRES A 1-1/2" RECESS IN |
| | MONOLITHIC FOUNDATIONS FOR A WATERSTOP. |
| | PLEASE REVISE SECTIONS ON A4. |
| | |
| | 19) THE FBC SECTION 1909.3 REQUIRES THAT |
| | WELDED WIRE MESH USED IN THE SLAB BE |
| | SUPPORTED ON APPROVED MATERIALS AT |
| | SPACINGS NOT TO EXCEED 3 FEET. |
| | |
| | 20)FBC 905.2.2 REQUIRES A SMOKE DETECTOR |
| | ON THE FIRST FLOOR IN CLOSE PROXIMITY TO |
| | THE STAIRWAY LEADING TO THE FLOOR ABOVE. |
| | |
| | 21)INDICATE FIREBLOCKING WHERE CONCEALED |
| | SPACES OF WALLS AND FLOORS OR CEILINGS |
| | MEET. IT IS ALSO REQUIRED AT CONCEALED |
| | SPCACES BETWEEN STAIR STRINGERS AT THE |
| | TOP AND BOTTOM OF RUNS. SEE FBC 2305.1. |
| | |
| | 22) REVISE THE CONCRETE TILE NAILING |
| | INFORMATION ON A4 TO REFERENCE THE FBC. |
| | |
| | 23) SPECIFY THE SPECIAL ROOF SHEATHING |
| | NAILING REQUIREMENTS PER THE CITY OF WPB |
| | AMENDMENTS TO THE FBC TABLE 2306.1. |
| | |
| | 24) SPECIFY THE TYPE, DIAMETER AND |
| | EMBEDMENT DEPTH FOR THE BOLTS USED TO |
| | ATTACH THE LEDGERS SUPPORTING THE FLOOR |
| | TRUSSES SHOWN IN THE SECTION ON A4. |
| | |
| | 25) ALL THE IDENTIFING MARKS FOR THE |
| | SECTIONS AND THE SECTIONS GIVEN ON A4 |
| | ARE INCORRECTLY LABELED AS A3. PLEASE |
| | CORRECT. |
| | |
| | 26) PROVIDE BUCK ATTACHMENT DETAILS FOR |
| | WINDOWS, DOORS AND OVERHEAD GARAGE DOORS |
| | |
| | 27) SAFETY GLASS IS REQUIRED WITHIN 3 |
| | FEET OF A TUB OR SHOWER PER FBC 2405.2. |
| | PLEASE INDICATE TEMPERED GLASS AT THESE |
| | WINDOWS ON THE PLANS. |
| | |
| | 28)PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. |
| | |
| | 29) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - HORIZONTAL SLIDING WINDOWS |
| | - HORIZONTAL AND VERTICAL STRUCTURAL |
| | MULLIONS |
| | - FIXED GLASS WINDOWS (RECTANGULAR AND |
| | ARCHED) |
| | - 4 PANEL SLIDING GLASS DOOR |
| | - OVERHEAD GARAGE DOORS |
| | - WOOD OR METAL OUTSWING DOOR AT GARAGE |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
