| 2017-11-07 07:02:49 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 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 |
| | |
| | 2ND REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. SOW ON APPLICATION IS TO RE-STUCCO EXTERIOR OF |
| | HOUSE. |
| | 2. PROPERTY RECORDS INDICATE HOUSE HAS WOOD SIDING. |
| | 3. PROVIDE ELEVATION DETAIL OF WALL ASSEMBLY. INCLUDE |
| | SPACING OF EXTERIOR WALL STUDS, HOUSE WRAP, PAPER |
| | BACKED WIRE LATH AND STUCCO. STUCCO TO BE APPLIED PER |
| | FBCR703. |
| | 4. VALUE APPEARS LOW. |
| | |
| | R703.1 |
| | EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A |
| | WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR |
| | WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN |
| | SECTION R703.8. |
| | R703.1.1 WATER RESISTANCE. |
| | THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND |
| | CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION |
| | OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A |
| | WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS |
| | REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO |
| | THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION |
| | AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY |
| | SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF |
| | THIS CODE. |
| | ? ALL EXTERIOR WALLS, WALL COVERINGS AND SOFFITS SHALL |
| | BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED |
| | IN TABLE R301.2(2) FOR WALLS. |
| | R703.2 WATER-RESISTIVE BARRIER. |
| | ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND |
| | BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR |
| | OTHER APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED |
| | OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH |
| | FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH |
| | THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS |
| | THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL |
| | BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR |
| | OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP |
| | OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING |
| | APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE |
| | EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 |
| | ? R703.6 EXTERIOR PLASTER. |
| | INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE |
| | WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF |
| | THIS CODE. |
| | R703.6.1 LATH. |
| | ALL 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 AT |
| | NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE |
| | APPROVED. |
| | R703.6.2 PLASTER. |
| | PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT |
| | LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR |
| | WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN |
| | APPLIED OVER MASONRY, CONCRETE, PRESSURE-PRESERVATIVE |
| | TREATED 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 |
| | R703.6.3 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 |
| | R703.8) INTENDED TO DRAIN TO THE WATER-RESISTIVE |
| | BARRIER IS DIRECTED BETWEEN THE LAYERS |
| | |
| | FBC- R703.6.3 STUCCO |
| | WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH |
| | OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO |
| | PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE |
| | WATER-RESISTIVE BARRIER: TWO LAYERS OR ONE LAYER OF AN |
| | APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED |
| | PLASTIC HOUSE WRAP, OR OTHER APPROVED METHODS IN |
| | ACCORDANCE WITH THE MANUFACTURER?S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | |
| | ? TABLE R702.1(1) |
| | THICKNESS OF PLASTER |
| | PLASTER BASE FINISHED THICKNESS OF PLASTER FROM FACE OF |
| | LATH, MASONRY, CONCRETE (INCHES) |
| | GYPSUM PLASTER CEMENT PLASTER |
| | EXPANDED METAL LATH 5/8, MINIMUMA 5/8, MINIMUMA |
| | WIRE LATH 5/8, MINIMUMA 3/4, MINIMUM (INTERIOR)B |
| | 7/8, MINIMUM (EXTERIOR)B |
| | GYPSUM LATHG 1/2, MINIMUM 3/4, MINIMUM (INTERIOR)B |
| | MASONRY WALLSC 1/2, MINIMUM 1/2, MINIMUM |
| | MONOLITHIC CONCRETE WALLSC, D 5/8, MAXIMUM 7/8, MAXIMUM |
| | MONOLITHIC CONCRETE CEILINGSC, D 3/8, MAXIMUME 1/2, |
| | MAXIMUM |
| | GYPSUM VENEER BASEF, G 1/16, MINIMUM 3/4, MINIMUM |
| | (INTERIOR)B |
| | GYPSUM SHEATHINGG ? 3/4, MINIMUM (INTERIOR)B |
| | 7/8, MINIMUM (EXTERIOR)B |
| | FOR SI: 1 INCH = 25.4 MM. |
| | A. WHEN MEASURED FROM BACK PLANE OF EXPANDED METAL |
| | LATH, EXCLUSIVE OF RIBS, OR SELF-FURRING LATH, PLASTER |
| | THICKNESS SHALL BE 3/4 INCH MINIMUM. |
| | B. WHEN MEASURED FROM FACE OF SUPPORT OR BACKING. |
| | C. BECAUSE MASONRY AND CONCRETE SURFACES MAY VARY IN |
| | PLANE, THICKNESS OF PLASTER NEED NOT BE UNIFORM. |
| | D. WHEN APPLIED OVER A LIQUID BONDING AGENT, FINISH |
| | COAT MAY BE APPLIED DIRECTLY TO CONCRETE SURFACE. |
| | E. APPROVED ACOUSTICAL PLASTER MAY BE APPLIED DIRECTLY |
| | TO CONCRETE OR OVER BASE COAT PLASTER, BEYOND THE |
| | MAXIMUM PLASTER THICKNESS SHOWN. |
| | F. ATTACHMENT SHALL BE IN ACCORDANCE WITH TABLE |
| | R702.3.5. |
| | G. WHERE GYPSUM BOARD IS USED AS A BASE FOR CEMENT |
| | PLASTER, A WATER-RESISTIVE BARRIER COMPLYING WITH |
| | SECTION R703.2 SHALL BE PROVIDED. |
| | |
| | VALUATION ? BASED ON THE MARSHALL-SWIFT VALUATION |
| | SERVICE YOUR STATED VALUE APPEARS LOW. |
| | THE PERMIT VALUATION AND PERMIT FEE MUST BE |
| | COMMENSURATE WITH THE VALUATION AND FEE THAT A LICENSED |
| | CONTRACTOR WOULD PROVIDE. |
| | YOU MAY PROVIDE A COPY OF THE CONTRACT SIGNED BY THE |
| | OWNER OR A LIST OF LABOR, MATERIALS AND EQUIPMENT |
| | RENTAL TO VERIFY VALUE. |
| | |
| | CITY OF WPB CHPT. 1 - VALUE |
| | 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF |
| | THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF |
| | BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS, |
| | MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE |
| | UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE |
| | DENIED, UNLESS THE APPLICANT CAN SHOW DETAILED, |
| | QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS |
| | (EXCLUDING LAND VALUE) TO MEET THE APPROVAL OF THE |
| | BUILDING OFFICIAL. FOR PERMITTING PURPOSES, VALUATION |
| | OF BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT |
| | VALUE TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING, |
| | MECHANICAL, INTERIOR FINISH, RELATIVE SITE WORK, |
| | ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS, |
| | OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION |
| | COST ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.), |
| | AS PUBLISHED BY INTERNATIONAL CODE CONGRESS. |
| | FINAL BUILDING PERMIT VALUATION SHALL BE SET BY THE |
| | BUILDING OFFICIAL. |
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