| Date |
Text |
| 2018-05-25 10:23:43 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. RE-LOCATING THE EXISTING FRENCH DOORS OPENS UP THE |
| | BUILDING ENVELOPE AND INCREASES CONDITIONED SPACE. |
| | 1A. PROVIDE ENERGY SUBMITTAL. |
| | |
| | 2. RE-LOCATE AND INSTALL EXISTING SHUTTERS AT NEW DOOR |
| | LOCATION. |
| | STORM SHUTTERS |
| | PROVIDE STORM PANEL INFORMATION WITH INSTALLATION |
| | SCHEDULE AND KEY PLAN WITH SPECIFIC ANCHORS AND |
| | MOUNTING TO BE USED FOR ALL NON-IMPACT GLAZING. FBC |
| | 1609.1.2. |
| | |
| | 3. NEW HABITABLE SPACE REQUIRES MOISTURE BARRIER UNDER |
| | CONCRETE SLAB. VERIFY EXISTING 6 MIL. PLASTIC OR |
| | INSTALL 6 MIL PLASTIC UNDER PROPOSED CONCRETE OVERPOUR. |
| | R506.2.3 VAPOR RETARDER. |
| | A 6-MIL (0.006 INCH; 152 ?M) POLYETHYLENE OR APPROVED |
| | VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 |
| | INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE |
| | FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE |
| | WHERE NO BASE COURSE EXISTS. |
| | |
| | 4. VERIFY OR INSTALL ADEQUATE FOOTING UNDER NEW CMU |
| | WALL. |
| | R401.2 REQUIREMENTS. |
| | FOUNDATIONS SHALL BE CAPABLE OF RESISTING ALL LOADS |
| | FROM ROOF UPLIFT AND BUILDING OVERTURN. FOUNDATION |
| | UPLIFT FOR LIGHT-FRAME WOOD OR STEEL BUILDINGS SHALL BE |
| | CALCULATED OR DETERMINED FROM TABLE R401.1. MASONRY |
| | BUILDINGS WITHIN THE DIMENSIONAL SCOPE OF TABLE R401.1 |
| | SHALL BE ASSUMED TO BE OF ADEQUATE WEIGHT SO AS NOT TO |
| | REQUIRE UPLIFT RESISTANCE GREATER THAN THAT PROVIDED BY |
| | THE STRUCTURE AND ANY NORMAL FOUNDATION. FOUNDATION |
| | CONSTRUCTION SHALL ALSO BE CAPABLE OF ACCOMMODATING ALL |
| | GRAVITY LOADS IN ACCORDANCE WITH SECTION R301 AND OF |
| | TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING |
| | SOIL. FILL SOILS THAT SUPPORT FOOTINGS AND FOUNDATIONS |
| | SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE |
| | WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL FILL USED AS |
| | FOOTINGS FOR WOOD AND PRECAST CONCRETE FOUNDATIONS |
| | SHALL COMPLY WITH SECTION R403. |
| | |
| | 5. PROVIDE LANDING AT EXTERIOR DOOR. |
| | R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. |
| | THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH |
| | EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE |
| | LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A |
| | MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE |
| | DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE |
| | PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT |
| | VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED AND MARK VOID. |
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