| Date |
Text |
| 2017-12-05 16:18:27 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17110021 |
| | ADD: 3200 N. CONGRESS AVE. |
| | CONT: SOBEL CO. |
| | TEL: 954-410-9239 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: TUES. DEC. 05/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-0.0.0.1: |
| | |
| | 1A) PLEASE NOTE THE CITY CONVERTED FROM NGVD 29 TO NAVD |
| | 88 AND THE NEW FEMA FLOOD MAPS ON OCT. 12/ 2017. IN |
| | DOING SO ALL ELEVATIONS SHOULD BE GIVEN IN NAVD 88. |
| | ELEVATIONS ON THIS PLAN ARE IN NAVD. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 1B) SHEET A-0.0.0.1 UNDER THE HEADING BUILDING CODE |
| | DATA REFERENCES THE 2014 FBC-RESIDENTIAL CODE AND MAKES |
| | REFERENCE TO THE RESIDENTIAL CODE 28 TIMES. THIS |
| | STRUCTURE IS NOT A RESIDENTIAL DWELLING AND ALL |
| | REFERENCES TO THE CODE SHOULD BE TO THE 2014 FBC-B AND |
| | AN OCCUPANCY TYPE PROVIDED. |
| | 2014 FBC-B SECTION 302.1. STRUCTURES SHALL BE |
| | CLASSIFIED WITH RESPECT TO OCCUPANCY IN ONE OR MORE OF |
| | THE GROUPS LISTED IN THIS SECTION. |
| | |
| | 1C) UNDER THE APPLICABLE CODES THE REFERENCE IS MADE TO |
| | THE FBC-RESIDENTIAL CODE, PLEASE CORRECT TO THE 2014 |
| | FBC-B. |
| | |
| | 1D) THE PLAN DOES NOT PROVIDE WHAT THE MINIMUM TYPE OF |
| | CONSTRUCTION THIS STRUCTURE WAS DESIGNED TOO, SEE 2014 |
| | FBC-B TABLE 503 & TABLE 601. |
| | |
| | 2) SHEET A1.3.04 FRONT ENTRY SIGNS, MONUMENT SIGNS ARE |
| | NOT PART OF THIS PERMIT AND WOULD REQUIRE A SEPARATE |
| | REVIEW AND ASSOCIATED FEES. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 105.1 REQUIRED. ANY CONTRACTOR, OWNER, |
| | OR AGENT AUTHORIZED IN ACCORDANCE WITH FLORIDA STATUTE |
| | 489 WHO INTENDS TO CONSTRUCT, ENLARGE, ALTER, REPAIR, |
| | MOVE, DEMOLISH, OR CHANGE THE OCCUPANCY OF A BUILDING |
| | OR STRUCTURE, OR TO ERECT, INSTALL, ENLARGE, ALTER, |
| | REPAIR, REMOVE, CONVERT OR REPLACE ANY IMPACT RESISTANT |
| | COVERINGS, ELECTRICAL, GAS, MECHANICAL, PLUMBING OR |
| | FIRE PROTECTION SYSTEM, OR ACCESSIBLE OR FLOOD |
| | RESISTANT SITE ELEMENT, THE INSTALLATION OF WHICH IS |
| | REGULATED BY THIS CODE, OR TO CAUSE ANY SUCH WORK TO BE |
| | DONE, SHALL FIRST MAKE APPLICATION TO THE BUILDING |
| | OFFICIAL AND OBTAIN THE REQUIRED PERMIT. |
| | |
| | 3A) SHEET A-2.1.01 IS THE ELEVATIONS OF THE GUARD |
| | HOUSE. THERE IS A COVER SHEET LISTING THE PRODUCT |
| | APPROVALS TO BE USE FOR THIS STRUCTURE, I BELIEVE THIS |
| | IS A GENERIC COVER SHEET FOR THE PRODUCT APPROVALS |
| | SINCE THERE IS A AMARR GARAGE DOOR (NOA 13-0503.06) AND |
| | A FIXED WINDOW (NOA 14-0908.18) FIXED WINDOW THAT DO |
| | NOT APPEAR IN EITHER THE FLOOR PLAN OR ELEVATIONS. |
| | PLEASE UPDATE TO THE CURRENT COMPONENTS AND CLADDING |
| | FOR THE STRUCTURE. 107.2.1.3 ADDITIONAL INFORMATION |
| | REQUIRED, DISCREPANCY IN THE PROVIDED INFORMATION. |
| | |
| | 3B) THE ELEVATIONS ON SHEET A-2.1.0.1 SHOW ROOF TILE |
| | BUT THEY DOES NOT INDICATE IF THE O?HAGINS CLOCKED VENT |
| | TILE, OFF RIDGE VENT IS TO BE INSTALLED ON THIS |
| | BUILDING? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4A) DISCREPANCY IN PLANS. SHEET A-2.1.01 AND A-6.1.01 |
| | THE TOP OF THE WINDOW DOES NOT MATCH UP. SHEET A-2.1.01 |
| | SECTION # 2 THE TOP OF THE WINDOW IS 7 FEET 6 INCHES |
| | OFF OF FINISH FLOOR, WHEREAS SHEET A-6.1.01 DETAIL W1 |
| | THE TOP OF THE WINDOW ELEVATION IS 7FEET 10 ? INCHES. |
| | 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 4B) PLEASE REVIEW SHEET S-2.00 THE L2 ROOF PLAN |
| | INDICATES THE USE OF A RBB-1 BEAM. THE TOP OF THE BEAM |
| | TO BE AT ELEVATION 10 FOOT 6 INCHES. THE BEAM SCHEDULE |
| | INDICATES THIS BEAM RBB-1 TO BE 1 FOOT 4 INCHES IN |
| | DEPTH, IN THE COMMENTS IT INDICATES A 16 INCH BOND BEAM |
| | NO STIRRUPS. OVER THE WINDOW AND DOOR OPENINGS AGAIN |
| | THE BEAM DESIGNATION OF RBB-1 NO STIRRUPS? IT WOULD |
| | APPEAR THIS IS A MISTAKE? IT ALSO APPEARS THERE IS A |
| | NEED OF A LINTEL TO FILE IN THE APPROXIMATE 14 INCH |
| | VERTICAL GAP? 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED? LINTEL SCHEDULE FOUND ON S1.00 BUT NO MENTION |
| | OF LINTELS ON SHEET S-2.00. |
| | |
| | 4C) SHEET S-2.00 CMU WALL SCHEDULE MARK MW-1 INDICATES |
| | THE VERTICAL STEEL EVERY 4 FEET ON CENTER, THE SCHEDULE |
| | NOR THE DETAIL INDICATE IF CORNER CELLS ARE TO BE FILED |
| | OR MASONRY CELLS NEXT TO WALL OPENINGS REQUIRE VERTICAL |
| | REINFORCEMENT AND CELLS FILED? STEEL REINFORCEMENT |
| | CONFORMING TO ACI 318. |
| | |
| | 4D) L1 THE GROUND FLOOR PLAN SHOWS TO COLUMNS C1 TO BE |
| | A 18 X 18 INCH COLUMN AND THE FOUNDATION SCHEDULE |
| | INDICATES THE MARK AS TE-1 AND THE WIDTH OF THE |
| | FOUNDATION IS ONLY 16 INCHES WIDE? THE COLUMN IS WIDER |
| | THAN THE FOUNDATION. 1901.2 REINFORCED CONCRETE. |
| | STRUCTURAL CONCRETE SHALL BE DESIGNED AND CONSTRUCTED |
| | IN ACCORDANCE WITH THE REQUIREMENTS OF THIS CHAPTER AND |
| | ACI 318. |
| | |
| | SHEET S-2.00 THE COMPONENTS AND CLADDING PRESSURES ARE |
| | IN VULT, PLEASE CONVERT TO VASD SINCE ALL OF THE |
| | PRODUCT APPROVALS ARE IN VASD. 2014 FBC-B 1609.3.1 WIND |
| | SPEED CONVERSION VULT TO VASD. |
| | |
| | 5) SHEET A-2.1.01 AND A-6.1.01 BOTH INDICATE THE USE OF |
| | A LOUVERED SHUTTER BUT NO PRODUCT APPROVAL HAS BEEN |
| | SUBMITTED. THE PLANS DO NOT STATE IF THIS LOUVER HAS TO |
| | BE LOWERED IN HIGH WIND EVENTS AND IF THE SHUTTER/ |
| | LOUVER WAS TESTED IN THE OPEN POSITION? |
| | 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (C) WALL LOUVERS |
| | (E) SHUTTERS |
| | |
| | 6) THE SUBMITTED ROOFING APPROVAL ENTEGRA PLANTATION |
| | ROOF TILE, MIAMI-DADE NOA 15-0721.04 NEITHER THE |
| | CONTRACTOR NOR THE DESIGNER OF RECORD HAS INDICATED THE |
| | TYPE OF FASTENING SYSTEM FOR THIS PRODUCT, TO RESIST |
| | THE MOMENT OF OVERTURNING, IF NAIL, SCREW, OR FOAM. IF |
| | FOAM IS TO BE USED PLEASE ALSO SUPPLY THE PRODUCT |
| | APPROVAL FOR THE UNDERLAYMENT AND FOR THE FOAM. |
| | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE |
| | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND |
| | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS |
| | AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE |
| | INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| | INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| | THE SPECIFIC SITE. |
| | |
| | 7) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. |
| | THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT |
| | NUMBER, WITH A DESCRIPTION OF THE REVISION MADE, |
| | IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE |
| | CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT. |
| | THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
