| Date |
Text |
| 2017-08-10 10:42:39 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 17060985 |
| | W. P. B. PERMIT: 16070183 |
| | ADD: 518 S. DIXIE HWY. |
| | CONT: ECONSTRUCTION LLC |
| | TEL: 954-570-9500 |
| | E-MAIL: BRIAN @ TBBG.NET |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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. |
| | |
| | 2ND REVIEW |
| | DATE: THURS. AUG, 10 / 2017 |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED. THIS REVISION IS FOR ADDING |
| | APPROXIMATELY 1375 SQ. FT. THE DOLLAR AMOUNT OF THE |
| | INCREASE FOR THIS REVISION |
| | |
| | 3) SEMI- COMPLIED, COMPLIED WITH UL DESIGN U419. BOTH |
| | SHEETS A-101 & A-103 BOTH SHOW A WALL TYPE/ CHASE G |
| | WITH A UL LISTING U-404 SHEET A503. THIS LISTING IS FOR |
| | 1 AND 2 HOUR FIRE RATED WALLS, NOT SHAFT CONSTRUCTION. |
| | THE PLANS AND COMMENT RESPONSE NAMES THE WALLS AS A |
| | CHASE BUT THE PLANS ALSO SHOW A RATING OF THE WALLS. A |
| | CHASE IS NOT RATED IT ENCLOSED FIRE RATED DUCT WORK |
| | WITH A FIRE RATED ASSEMBLY WHERE THE FIRE RATED DUCT |
| | PENETRATES THE FLOOR ASSEMBLY. THE MECHANICAL SHEET |
| | M1.1 NOTE 13 INDICATES THE KITCHEN EXHAUST DUCT IS TO |
| | BE UNDER SEPARATE PERMIT. THE FUTURE DUCT IS TO BE |
| | INSPECTED BEFORE BEING ENCLOSED IN THE CHASE, (AGAIN |
| | CHASES ARE NOT RATED, MEANING THE DUCT HAS TO BE FIRE |
| | RATED AND PENETRATIONS THROUGH THE HORIZONTAL FIRE |
| | BARRIER/ FLOOR ASSEMBLY). PLEASE PROVIDE THE CORRECT |
| | FIRE RATINGS AND TERMINOLOGY. |
| | |
| | THE ENCLOSURE AT THE BOTTOM OF THE SHAFT NEEDS TO |
| | COMPLY WITH FBC-B 713.11 ENCLOSURE AT THE BOTTOM. |
| | SHAFTS THAT DO NOT EXTEND TO THE BOTTOM OF THE BUILDING |
| | OR STRUCTURE SHALL COMPLY WITH ONE OF THE FOLLOWING: |
| | (1.) THEY SHALL BE ENCLOSED AT THE LOWEST LEVEL WITH |
| | CONSTRUCTION OF THE SAME FIRE-RESISTANCE RATING AS THE |
| | LOWEST FLOOR THROUGH WHICH THE SHAFT PASSES, BUT NOT |
| | LESS THAN THE RATING REQUIRED FOR THE SHAFT ENCLOSURE. |
| | (2.) THEY SHALL TERMINATE IN A ROOM HAVING A USE |
| | RELATED TO THE PURPOSE OF THE SHAFT. THE ROOM SHALL BE |
| | SEPARATED FROM THE REMAINDER OF THE BUILDING BY FIRE |
| | BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR |
| | HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH |
| | SECTION 711, OR BOTH. THE FIRE-RESISTANCE RATING AND |
| | OPENING PROTECTIVES SHALL BE AT LEAST EQUAL TO THE |
| | PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE. |
| | PLEASE PROVIDE THE HORIZONTAL ASSEMBLY BETWEEN THE |
| | FLOOR JOIST AND WHERE THE SHAFT WALL STARTS. |
| | |
| | PLEASE ALSO REVIEW A SECTION FROM THE 2014 MECH. CODE. |
| | 506.3.11.1 SHAFT ENCLOSURE. COMMERCIAL KITCHEN GREASE |
| | DUCTS CONSTRUCTED IN ACCORDANCE WITH SECTION 506.3.1 |
| | SHALL BE PERMITTED TO BE ENCLOSED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING REQUIREMENTS FOR |
| | SHAFT CONSTRUCTION. SUCH GREASE DUCT SYSTEMS AND |
| | EXHAUST EQUIPMENT SHALL HAVE A CLEARANCE TO COMBUSTIBLE |
| | CONSTRUCTION OF NOT LESS THAN 18 INCHES (457 MM), AND |
| | SHALL HAVE A CLEARANCE TO NONCOMBUSTIBLE CONSTRUCTION |
| | AND GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE |
| | STRUCTURES OF NOT LESS THAN 6 INCHES (76 MM). DUCT |
| | ENCLOSURES SHALL BE SEALED AROUND THE DUCT AT THE POINT |
| | OF PENETRATION AND VENTED TO THE OUTSIDE OF THE |
| | BUILDING THROUGH THE USE OF WEATHER-PROTECTED OPENINGS. |
| | |
| | |
| | 4)2ND REQUEST. BOTH SHEETS A-101 & A-103 SHOW AN |
| | OPENING SCHEDULE: |
| | |
| | 4A) THE NEW WINDOW #8 IS NOW A SINGLE CASEMENT WINDOW |
| | SIZE SHOWN ON THE PLANS TO BE 3 FT.- 6 IN. X 3 FT.-4 |
| | IN. WINDOW. THE DESIGNER OF RECORD SUBMITTED A COVER |
| | LETTER THAT THEY HAVE REVIEWED THE PRODUCT APPROVAL, A |
| | MIAMI-DADE NOA 16-0629.21. WHEN REVIEWING THIS PRODUCT |
| | APPROVAL ON SHEETS 6, 8, & 9 ARE THE SIZES FOR EACH |
| | GLASS TYPE. NONE OF THE GLASS TYPES WERE CIRCLED AS TO |
| | WHICH GLAZING SYSTEM WAS THE APPROVED GLAZING. THE 2ND |
| | ISSUE THE PLANS INDICATE A 42 INCH WIDE SINGLE CASEMENT |
| | WINDOW. PLEASE VIEW EACH OF THE LISTED SHEETS, THE |
| | LARGEST THEY MAKE IN A SINGLE GLAZED UNIT IS OUTSIDE |
| | DIMENSION 37 INCHES!!! |
| | IN THE VERTICAL MEASUREMENT THE PLANS CALLS FOR A 3 FT. |
| | 4 IN. TALL WINDOW OR 40 INCHES. IN THE PRODUCT APPROVAL |
| | THE VERTICAL SIZES ARE 38 3/8 INCHES OR 48 INCHES. |
| | CORRECT TABLES ON A. 101 AND A.103. PROVIDE FROM THE |
| | MANUFACTURER COMPLIANCE WITH FBC-B 1029.2 MINIMUM SIZE. |
| | EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A |
| | MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. |
| | |
| | 4B) COMPLIED. |
| | |
| | 5) SHEET A-105: |
| | |
| | 5A) 2ND REQUEST. THIS COMMENT DEALS WITH THE SHAFT |
| | ENCLOSURE AND HOW THE SHAFT WALL CONSTRUCTION WILL |
| | EITHER PENETRATE THE ROOF DECK OR STOP UNDER THE ROOF |
| | DECK. SHOW COMPLIANCE WITH: FBC-B 713.12 ENCLOSURE AT |
| | TOP. A SHAFT ENCLOSURE THAT DOES NOT EXTEND TO THE |
| | UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE |
| | BUILDING SHALL BE ENCLOSED AT THE TOP WITH CONSTRUCTION |
| | OF THE SAME FIRE-RESISTANCE RATING AS THE TOPMOST FLOOR |
| | PENETRATED BY THE SHAFT, BUT NOT LESS THAN THE |
| | FIRE-RESISTANCE RATING REQUIRED FOR THE SHAFT |
| | ENCLOSURE. |
| | 1ST ROUND COMMENTS. SHOWS THE EXHAUST DUCT UP THROUGH |
| | THE 2NS STORY ROOF. ON THE ISSUED SET OF PLANS THE |
| | MECHANICAL SHEET M.1.1 NOTE 13 INDICATED THAT THE |
| | FUTURE KITCHEN EXHAUST IS TO BE UNDER A SEPARATE |
| | PERMIT. TO DATE THERE HAS BEEN NO PRODUCT APPROVALS |
| | SUBMITTED FOR A ROOF TOP CURB NOR ANY STRUCTURAL |
| | DETAILS FOR THE FRAMING AROUND THE VOID WHERE THE |
| | EXHAUST DUCT WILL PENETRATE THE ROOF DECK. |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 5B)2ND REQUEST. THE RESPONSE INDICATES THE ROOF TOP |
| | STAND NOA 16-0601.01 HAS BEEN REVIEWED. PLEASE NOTE |
| | NEITHER THE CONTRACTOR NOR DESIGNER OF RECORD HAS |
| | CIRCLED THE LISTED REQUIREMENTS UNDER COMMENT 5C NEXT |
| | COMMENT BELOW. |
| | |
| | 1ST ROUND COMMENTS. SHOWS THE ROOF TOP A/C STAND |
| | LOCATIONS, A MIAMI-DADE NOA 16-0601.01 WAS SUBMITTED, |
| | IT HAS NOT BEEN REVIEWED BY THE DESIGNER OF RECORD |
| | BEFORE BEING SUBMITTED TO THE BUILDING DEPARTMENT. FBC |
| | 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 |
| | (2) THE ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND |
| | REVIEWING ALL PROJECT DATA, REPORTS, SHOP DRAWINGS |
| | ETC.. |
| | |
| | 5C) THE ROOF TOP A/C STAND PRODUCT APPROVAL A |
| | MIAMI-DADE NOA # 16-0601.01 WAS SUBMITTED, NOT REVIEWED |
| | BY THE DESIGNER OF RECORD. NEITHER THE CONTRACTOR NOR |
| | THE DESIGNER OF RECORD HAVE FOLLOWED THE PRODUCT |
| | APPROVAL IN CALCULATING THE AREA OF THE ROOF TOP |
| | COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND |
| | COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN |
| | THE TABLES, ANCHORS AND UPLIFT VERSES MOMENT. IDENTIFY |
| | EACH OF THE ABOVE REQUIREMENTS TO DETERMINE CODE |
| | COMPLIANCE. |
| | |
| | 6) COMPLIED. |
| | |
| | 7) PROVISO: SHEET A-201 AND A-202 NOW SHOW WHAT APPEARS |
| | TO BE METAL AWNINGS (FIRST FLOOR) AND AWNING TYPE |
| | PROJECTIONS ON THE 2ND FLOOR OF THE SOUTH AND WEST |
| | ELEVATIONS. PLEASE BE AWARE AWNINGS REQUIRE A SEPARATE |
| | PERMIT, FEES AND ASSOCIATED FEES. PLEASE ALSO BE AWARE |
| | THE PLANS DO NOT SHOW WHERE THE PROPERTY LINE IS IN |
| | RELATION TO THE AWNINGS, CODE COMPLIANCE CANNOT BE |
| | ACHIEVED. TYPE OF FRAME AND FINISH MATERIAL IS NOT |
| | PROVIDE NOR WIND DESIGN. |
| | 2014 FBC-B 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND |
| | SIGNS. AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE |
| | CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS |
| | SPECIFIED IN CHAPTER 16. AWNINGS, CANOPIES, MARQUEES |
| | AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE |
| | ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE |
| | THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM |
| | THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT |
| | AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED |
| | NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE. |
| | |
| | 8) COMPLIED. |
| | |
| | 9) 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. |
| | |
| | 10) 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] |
| | |
