| Date |
Text |
| 2012-10-03 12:10:09 | BUILDING PLAN REVIEW |
| | PERMIT: 12090674 |
| | ADD: 2201 PALM BEACH LAKES |
| | CONT: TBD |
| | TEL: (786)663-6949 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | OCT. 03/20112 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A6.2 : |
| | |
| | 1A) THE USE OF HARDI SHINGLE SIDING, PLEASE REVIEW 2010 |
| | FBC-B SECTION 1404.3.2 HARDBOARD SIDING. HARDBOARD |
| | SIDING SHALL CONFORM TO THE REQUIREMENTS OF AHA A135.6 |
| | AND, WHERE USED STRUCTURALLY, SHALL BE SO IDENTIFIED BY |
| | THE LABEL OF AN APPROVED AGENCY. |
| | |
| | 1B) PLEASE PROVIDE THE MANUFACTURERS PRODUCT APPROVAL |
| | WITH THE FOLLOWING INFORMATION: |
| | 1405.16 FIBER-CEMENT SIDING. FIBER-CEMENT SIDING |
| | COMPLYING WITH SECTION 1404.10 SHALL BE PERMITTED ON |
| | EXTERIOR WALLS OF TYPE I, II, III, IV AND V |
| | CONSTRUCTION FOR WIND PRESSURE RESISTANCE OR WIND SPEED |
| | EXPOSURES AS INDICATED BY THE MANUFACTURER'S LISTING |
| | AND LABEL AND APPROVED INSTALLATION INSTRUCTIONS. WHERE |
| | SPECIFIED, THE SIDING SHALL BE INSTALLED OVER SHEATHING |
| | OR MATERIALS LISTED IN SECTION 2304.6 AND SHALL BE |
| | INSTALLED TO CONFORM TO THE WATER-RESISTIVE BARRIER |
| | REQUIREMENTS IN SECTION 1403. SIDING AND ACCESSORIES |
| | SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED |
| | MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE SPECIFIED |
| | IN THE APPROVED MANUFACTURER'S INSTRUCTIONS, NAILS USED |
| | TO FASTEN THE SIDING TO WOOD STUDS SHALL BE |
| | CORROSION-RESISTANT ROUND HEAD SMOOTH SHANK AND SHALL |
| | BE LONG ENOUGH TO PENETRATE THE STUDS AT LEAST 1 INCH |
| | (25 MM). FOR METAL FRAMING, ALL-WEATHER SCREWS SHALL BE |
| | USED AND SHALL PENETRATE THE METAL FRAMING AT LEAST |
| | THREE FULL THREADS. |
| | |
| | 1405.16.1 PANEL SIDING. FIBER-CEMENT PANELS SHALL |
| | COMPLY WITH THE REQUIREMENTS OF ASTM C 1186, TYPE A, |
| | MINIMUM GRADE II. PANELS SHALL BE INSTALLED WITH THE |
| | LONG DIMENSION EITHER PARALLEL OR PERPENDICULAR TO |
| | FRAMING. VERTICAL AND HORIZONTAL JOINTS SHALL OCCUR |
| | OVER FRAMING MEMBERS AND SHALL BE SEALED WITH CAULKING, |
| | COVERED WITH BATTENS OR SHALL BE DESIGNED TO COMPLY |
| | WITH SECTION 1403.2. PANEL SIDING SHALL BE INSTALLED |
| | WITH FASTENERS IN ACCORDANCE WITH THE APPROVED |
| | MANUFACTURER'S INSTRUCTIONS. |
| | 1405.16.2 LAP SIDING. |
| | |
| | FIBER-CEMENT LAP SIDING HAVING A MAXIMUM WIDTH OF 12 |
| | INCHES (305 MM) SHALL COMPLY WITH THE REQUIREMENTS OF |
| | ASTM C 1186, TYPE A, MINIMUM GRADE II. LAP SIDING SHALL |
| | BE LAPPED A MINIMUM OF 11/4 INCHES (32 MM) AND LAP |
| | SIDING NOT HAVING TONGUE-AND-GROOVE END JOINTS SHALL |
| | HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN |
| | H-SECTION JOINT COVER, LOCATED OVER A STRIP OF FLASHING |
| | OR SHALL BE DESIGNED TO COMPLY WITH SECTION 1403.2. LAP |
| | SIDING COURSES SHALL BE INSTALLED WITH THE FASTENER |
| | HEADS EXPOSED OR CONCEALED IN ACCORDANCE WITH THE |
| | APPROVED MANUFACTURER'S INSTRUCTIONS. |
| | |
| | 2) FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 |
| | NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(C) PANEL WALLS: WALL LOUVERS, SIDING |
| | |
| | 3) FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 4) 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | 4.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 4.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 4.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 4.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 4.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| | TABLE 1609.2(2) . |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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