| 2019-04-23 16:15:23 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | JOSEAN A. DUPREY E.I., BN, PX |
| | BUILDING PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6716 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. PROVIDE DRAWINGS AND SPECSIFICATION IN ACCORDANCE |
| | WITH R703.7. |
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| | R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE |
| | MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM |
| | C1063 AND THE PROVISIONS OF THIS CODE. |
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| | R703.7.1 LATH. |
| | |
| | LATH AND LATH ATTACHMENTS SHALL BE OF |
| | CORROSION-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN |
| | WIRE LATH SHALL BE ATTACHED WITH 11/2-INCH-LONG (38 |
| | MM), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, |
| | OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT |
| | MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. |
| | |
| | R703.7.2 PLASTER. |
| | |
| | PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT |
| | LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR |
| | WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE |
| | APPLIED OVER MASONRY, CONCRETE, |
| | PRESSURE-PRESERVATIVETREATED WOOD OR DECAY-RESISTANT |
| | WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. |
| | IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER |
| | OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, |
| | PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED |
| | THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). |
| | |
| | ON WOOD-FRAME CONSTRUCTION WITH AN ON-GRADE FLOOR SLAB |
| | SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT |
| | NOT EXTEND BELOW, LATH, PAPER AND SCREED. |
| | |
| | THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS |
| | SHALL BE AS SET FORTH IN TABLE R702.1(3). |
| | |
| | R703.7.2.1 WEEP SCREEDS. |
| | |
| | A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET |
| | GAGE), CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP |
| | SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF |
| | 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE |
| | FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN |
| | ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE |
| | PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH |
| | OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A |
| | TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE |
| | EXTERIOR OF THE BUILDING. THE WEATHER-RESISTANT BARRIER |
| | SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH |
| | SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF |
| | THE WEEP SCREED. |
| | |
| | R703.7.3 WATER-RESISTIVE BARRIERS. |
| | |
| | WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED |
| | IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED |
| | SHEATHING, SHALL INCLUDE A WATER-RESISTIVE |
| | VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST |
| | EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE |
| | INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH |
| | THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE |
| | AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION |
| | R703.4) INTENDED TO DRAIN TO THE WATER-RESISTIVE |
| | BARRIER IS DIRECTED BETWEEN THE LAYERS. |
| | |
| | EXCEPTION: WHERE THE WATER-RESISTIVE BARRIER THAT IS |
| | APPLIED OVER WOOD-BASED SHEATHING HAS A WATER |
| | RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE |
| | GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN |
| | INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR |
| | DESIGNED DRAINAGE SPACE. |
| | |
| | R703.7.4 APPLICATION. |
| | |
| | EACH COAT SHALL BE KEPT IN A MOIST CONDITION FOR AT |
| | LEAST 48 HOURS PRIOR TO APPLICATION OF THE NEXT COAT. |
| | |
| | EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH |
| | ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION |
| | 8 TO SECTION X1.4.2 OF THE APPENDIX. |
| | |
| | R703.7.5 CURING. |
| | |
| | THE FINISH COAT FOR TWO-COAT CEMENT PLASTER SHALL NOT |
| | BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF |
| | THE FIRST COAT. FOR THREE-COAT CEMENT PLASTER, THE |
| | SECOND COAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS |
| | AFTER APPLICATION OF THE FIRST COAT. THE FINISH COAT |
| | FOR THREECOAT CEMENT PLASTER SHALL NOT BE APPLIED |
| | SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND |
| | COAT. |
| | |
| | EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH |
| | ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION |
| | 8 TO SECTION X1.4.2 OF THE APPENDIX. |
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