| Date |
Text |
| 2017-06-28 15:11:43 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: WED. JUNE 28/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) THIS REVISION IS FOR ADDING APPROXIMATELY 1375 SQ. |
| | FT. THE DOLLAR AMOUNT OF THE INCREASE FOR THIS REVISION |
| | IS GIVEN AS $60,000.00 IN VALUE. THIS WORKS OUT TO BE |
| | $43.63 A SQUARE FOOT. THE ICC TABLES PUT A R2 |
| | OCCUPANCY/ BUILDING TYPE VB AT $104.47 A SQUARE FOOT. |
| | 108.3* BUILDING PERMIT VALUATION. |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, 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.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | 2) SHEET A-101 THE SITE PLAN HAS A NOTATION THAT THE |
| | EXISTING TAYLOR SHOP HAS NO WORK IN THE ADJACENT UNIT. |
| | PLEASE NOTE TO THE EAST OF THIS BUILDING A EGRESS COURT |
| | ( EXIT DISCHARGE FROM THE EXTERIOR DINING GARDEN) IS |
| | BEING CREATED ACCESS TO THE PUBLIC WAY. WHEN YOU VIEW |
| | THIS PROPERTY USING GOOGLE THERE IS A A/C CONDENSING |
| | UNIT THAT IS NOT SHOWN IN THE EGRESS COURT. THIS UNIT |
| | WILL NEED TO BE MOVED TO GAIN ACCESS FROM THE EXTERIOR |
| | DINING AREA. 2014 FBC-B 1027.4.1 EGRESS COURT WIDTHS. |
| | |
| | 3) BOTH SHEETS A-101 & A-103 BOTH SHOW A WALL TYPE/ |
| | CHASE G THE SAME PROBLEM WITH WALL TYPE H. PLEASE |
| | PROVIDE THE COMPLETE WALL DESIGN TYPE, NOT JUST UL 404, |
| | UL 404 I COULD NOT FIND ANY REFERENCE TO A 1 HOUR FIRE |
| | RATED SHEAR WALL. 2014 WEST PALM BEACH AMENDMENTS TO |
| | THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.2.1.3: W.P.B. ADMINISTRATIVE CODE. DRAWINGS & |
| | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM |
| | OF NOTES, WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH |
| | THE TECHNICAL CODES. |
| | |
| | 4) BOTH SHEETS A-101 & A-103 SHOW AN OPENING SCHEDULE: |
| | |
| | 4A) WINDOW OPENING TYPE NUMBER 8 WAS RED LINES TO GET |
| | THE PERMIT ISSUED WITH A 49X48 INCH HORIZONTAL SLIDER. |
| | THE PLANS ARE NOT MARKED THIS TO BE A REVISION BUT THE |
| | NEW REVISION INDICATES A 3-6X3-4 SINGLE CASEMENT |
| | WINDOW, PLEASE PROVIDE THE MANUFACTURERS SPECIFICATION |
| | FOR THE CLEAR OPENING FOR THIS TYPE WINDOW. PLEASE NOTE |
| | THE PRODUCT APPROVAL SUBMITTED ES WINDOWS, SERIES 5000 |
| | OUTSWING ALUMINUM CASEMENT- L. M. I. NOA 15-0129.05. |
| | |
| | 4B) OPENING # 11 IS NOW INDICATED TO BE A 2 FT. -10 |
| | INCH WIDE DOOR. THIS IS A REVISION FROM THE ISSUED SET |
| | OF PLANS THAT IS NOT MARKED WITH A CLOUD OR DELTA. |
| | PLEASE REVIEW THE 2014 FBC-B 1008.1.1. SIZE OF |
| | DOORS. THE CLEAR OPENINGS OF DOORWAYS WITH SWINGING |
| | DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR |
| | AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE 2012 |
| | IBC COMMENTARY STATES FOR A 34 INCH DOOR WITH THE DOOR |
| | THICKNESS (1 ? INCHES) AND THE DOOR STOP ON THE |
| | OPPOSITE SIDE THERE IS NOT A CLEAR 32 INCHES. IN |
| | SECTION 1008.1.1.1 PROJECTIONS INTO THE CLEAR OPENING |
| | THE CODE STATES WHAT CAN BE DEDUCTED FOR CLEARANCE INTO |
| | THE CLEAR OPENING. FAIR HOUSING ALLOWS FOR THE |
| | CLEARANCE OF THE DOOR STOP FOR EGRESS REQUIREMENTS THE |
| | CODE DOES NOT. PLEASE NOTE IF THE DESIGNER INTENDS TO |
| | USE OFF-SET HINGES PLEASE INDICATE AS SUCH AND PROVIDE |
| | MANUFACTURES SPECIFICATION HOW MUCH THIS TYPE HINGE |
| | WILL THROUGH THE DOOR FOR CLEAR WIDTH? |
| | |
| | 5) SHEET A-105: |
| | |
| | 5A) 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) 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) THE LIFE SAFETY PLAN A-107; |
| | 6A) DOES NOT INDICATE COMPLIANCE WITH FBC-B 907.2.11.2 |
| | GROUPS R-2. SINGLE- OR MULTIPLE-STATION SMOKE ALARMS |
| | SHALL BE INSTALLED AND MAINTAINED IN GROUPS |
| | R-2REGARDLESS OF OCCUPANT LOAD AT ALL OF THE FOLLOWING |
| | LOCATIONS: |
| | |
| | 1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE |
| | SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. |
| | 2. IN EACH ROOM USED FOR SLEEPING PURPOSES. |
| | |
| | 6B) THIS PERMIT DOES NOT INDICATE IF GAS APPLIANCES |
| | WILL BE ON THE 1ST FLOOR IN THE KITCHEN AREA. IF THERE |
| | IS GOING TO BE ANY GAS APPLIANCES WITHIN THE BUILDING, |
| | THEN COMPLIANCE WITH 2014 FBC-B SECTION [F] 908.7 |
| | CARBON MONOXIDE PROTECTION. |
| | EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING |
| | BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS |
| | ISSUED AND HAVING A FOSSIL-FUELBURNING HEATER OR |
| | APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER |
| | FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE |
| | AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL |
| | CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH |
| | ROOM USED FOR SLEEPING PURPOSES IN THE NEW BUILDING OR |
| | ADDITION, OR AT SUCH OTHER LOCATIONS AS REQUIRED BY |
| | THIS CODE. |
| | 908.7.1 CARBON MONOXIDE ALARM. |
| | THE REQUIREMENTS OF SECTION 908.7 SHALL BE SATISFIED BY |
| | PROVIDING FOR ONE OF THE FOLLOWING ALARM INSTALLATIONS: |
| | 1. A HARD-WIRED CARBON MONOXIDE ALARM. |
| | 2. A BATTERY-POWERED CARBON MONOXIDE ALARM. |
| | 3. A HARD-WIRED COMBINATION CARBON MONOXIDE AND SMOKE |
| | ALARM. |
| | 4. A BATTERY-POWERED COMBINATION CARBON MONOXIDE AND |
| | SMOKE ALARM. |
| | 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON |
| | MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A |
| | NATIONALLY RECOGNIZED TESTING LABORATORY. |
| | |
| | 7) 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) SHEET S-104 THE WINDOW LOCATED IN THE END WALL ZONE |
| | # 5 THE PRESSURES ARE LOW FOR THIS ZONE. ZONE 5 FOR 10 |
| | SQ. FT. EXPOSURE B UP TO 30 FEET ELEVATION, -41.9/ 132 |
| | MPH/ VASD. 1609.1.2.3.1/ 1609.1.5. |
| | |
| | 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] |
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