| Date |
Text |
| 2019-11-01 10:56:17 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19101152 |
| | ADD: 300 CLEMATIS ST. 1ST FLOOR SUITE |
| | CONT: BUILTMORE CONTRACTING/ CBC |
| | TEL: 561-331-1476 |
| | E-MAIL: INFO: BUILTMORECONTRACTING.COM |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE COVERSHEET LIST THIS PROJECT AS A LEVEL II |
| | ALTERATION. PLEASE NOTE THE LAST PERMITTED AND BUSINESS |
| | TAX RECEIPT FOR THE CORNER OCCUPANT WAS A RESTAURANT. |
| | THIS MAKES THE PROJECT A CHANGE OF OCCUPANCY UNDER THE |
| | 2017 EXISTING BUILDING CODE CHAPTER 10 AND SECTION |
| | 1001.3.1. PARTIAL CHANGE OF OCCUPANCY CLASSIFICATION. |
| | WHERE THE OCCUPANCY CLASSIFICATION OR GROUP OF A |
| | PORTION OF AN EXISTING BUILDING IS CHANGED, SECTION |
| | 1012 SHALL APPLY. |
| | |
| | 2) THE LIFE SAFETY SHEET LS102: |
| | 2A) ON THE GROUND FLOOR DETAIL THE OCCUPANT LOAD FACTOR |
| | IS BEING TAKEN AT 30 SQ. FT. PER OCCUPANT. IN THE |
| | OCCUPANT LOAD CALCULATIONS THE SAME OCCUPANT LOAD |
| | FACTOR OF 30 SQ. FT. PER OCCUPANT IS USED. PLEASE |
| | UPDATE THE PLANS TO 60 SQ. FT. PER OCCUPANT LOAD |
| | FACTOR. THIS IS A CHANGE TO THE 2017 FBC-B BLACK LINED |
| | IN MARGIN, TABLE 1004.1.2 SEE MERCANTILE. |
| | |
| | 2B) BOTH THE 3/32 INCH SCALE AND 3/16 INCH SCALE PLANS |
| | HAVE BEEN SHRUNK, THEY HAVE BEEN SHRUNK OVER 50% OF THE |
| | VALUE SCALE INDICATED ON THE PLANS. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE SECTION |
| | 107.2.1.3 QUALITY OF BUILDING PLANS. BUILDING PLANS |
| | SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON |
| | SUBSTANTIAL PAPER. |
| | 2C)EGRESS REQUIREMENTS-MERCANTILE : NEW OCCUPANCY |
| | 2C)(1) EXIT ACCESS TRAVEL IS GIVEN TABLE 1016.1 UPDATE |
| | PLANS TO THE 2017 FBC-B |
| | 2C)(2) THE MINIMUM CLEAR WIDTH REQUIREMENTS FOR THE |
| | 2017 FBC-BUILDING ARE NOT GIVEN. |
| | 2C)(3) THE CAPACITY FACTOR FOR LEVEL/ RAMP REQUIREMENTS |
| | FOR THE 2017 FBC-BUILDING ARE NOT GIVEN. |
| | 2C)(4) THE CAPACITY FACTOR FOR STAIRS REQUIREMENTS FOR |
| | THE 2017 FBC-BUILDING ARE NOT GIVEN. |
| | 2C)(5) THE COMMON PATH OF TRAVEL REQUIREMENTS FOR THE |
| | 2017 FBC-BUILDING ARE NOT GIVEN. |
| | COMMON PATH OF TRAVEL FOR THE BASEMENT CANNOT BE |
| | DETERMINED SINCE THE PLANS ARE NOT DRAWN TO SCALE AS |
| | INDICATED ON THE PLANS. 2017 FBC-B TABLE 1006.2.1. & |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2D) SINCE THE BASEMENT PLAN IS NOT TO SCALE AND THE |
| | WALK IN COOLER IS INDICATED NOT IN THE SCOPE OF WORK, |
| | THE SQ. F.T OF THE BASEMENT CANNOT BE DETERMINED NOR |
| | THE OCCUPANT LOAD. VERTICAL ACCESSIBILITY MAYBE A |
| | REQUIREMENT IF THE OCCUPANT LOAD IS GREATER THAN 5 |
| | OCCUPANTS. 2017 FBC-ACCESSIBILITY CODE SECTION 201.1.1. |
| | 2E) THIS BUILDING AND THE SCOPE OF WORK WILL QUALIFY |
| | FOR A RESIDENT INSPECTOR. WE WILL BE E-MAILING THE |
| | LISTED CONTACT THE GUIDELINES POLICIES AND FORMS TO BE |
| | FILED OUT AND RETURNED TO THE BUILDING DEPARTMENT FOR |
| | REVIEW AND APPROVAL. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS |
| | OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER |
| | INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR |
| | QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED |
| | FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT |
| | BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING |
| | AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE. |
| | THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| | AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: |
| | |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION. |
| | 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS |
| | 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE |
| | FOOT |
| | 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT |
| | FORMS WERE E-MAILED TO: BUILTMORECONTRACTING.COM SENT: |
| | 9:08 AM WED. OCT. 30/2019 |
| | |
| | 2F) THE COVERSHEET UNDER THE HEADING BUILDING |
| | INFORMATION LIST THE CONSTRUCTION TYPE AS : II-B. |
| | PLEASE REVIEW SHEET S-2 INFILL OF THE 1ST FLOOR AND |
| | SECTION 1 ON S-1 SHOWS WOOD FRAMING AND ONE LAYER OF |
| | 3/4 INCH PLYWOOD DECKING. THE 2017 FBC-B SECTION 603.1 |
| | ALLOWABLE COMBUSTIBLE MATERIALS IN TYPE I AND II |
| | CONSTRUCTION. THIS SECTION DOES NOT LIST FLOOR FRAMING |
| | AT ALL, NOT EVEN FOR FIRE RETARDANT TREATED WOOD. |
| | |
| | 2G) THE PLAN IS ALSO SILENT AS TO THE REQUIREMENTS OF |
| | HORIZONTAL FIRE BARRIERS FOR THE BASEMENT TO 1ST FLOOR |
| | AND 1ST FLOOR TO THE 2ND FLOOR. PLEASE SHOW HOW |
| | COMPLIANCE WITH TABLE 707.3.10 WILL BE MET. NOTE THERE |
| | IS A 2ND FLOOR INFILL THAT WILL ALSO NEED TO BE SHOWN |
| | ON THE PLANS. |
| | |
| | 3) SHEET A101: |
| | 3A) IN THE BASEMENT PLAN WALL IDENTIFICATION TAGS ARE |
| | GIVEN BUT THERE IS NO LEGEND ON THIS SHEET FOR |
| | REFERENCE. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | 3B) IN THE BASEMENT THERE ARE 2 DOORS WITH |
| | IDENTIFICATION TAGS, NO RATINGS BUT NO LEGEND OR DOOR |
| | SCHEDULE FOR THIS PAGE. 107.2.1.2. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | 3C) THERE ARE 2 DOORS IN THE STAIRWELL LABELED D2 THEY |
| | DO NOT COMPLY WITH THE 2017 FBC-ACCESSIBILITY CODE FOR |
| | DOORS IN SERIES. 404.2.6. |
| | 4) SHEETS D102, A102 & S-2 RECONFIGURED STAIRWAY A |
| | DISCREPANCY IN PLANS. SHEET D102 INDICATES A NORTH |
| | STAIRWAY TO BE RECONFIGURED. SHEET A102 SHOWS THE NEW |
| | RECONFIGURED STAIR. THE STRUCTURAL SHEET S-2 SHOWS THE |
| | NORTH STAIRWELL AS THE D102 SHEET (ORIGINAL |
| | CONFIGURATION) AND NEW STAIRWELL WALL PARTITIONS. THERE |
| | IS A COMMENT ON THE STRUCTURAL SHEET NOT A PART OF THIS |
| | SCOPE OF WORK. SHEET A102 INDICATES THE CONTRACTOR IS |
| | TO COORDINATE CONSTRUCTION DETAILS AND SEQUENCING AND |
| | SPECIAL REQUIREMENTS OF THE JURISDICTION HAVING |
| | AUTHORITY PRIOR TO COMMENCING WORK. |
| | PLEASE NOTE THE STATE OF FLORIDA IS A STATE WIDE CODE |
| | AND IT IS THE DESIGNER OF RECORD THAT DESIGNS AND |
| | PROVIDES LIVE LOADS, DEAD LOADS AND THE CONSTRUCTION |
| | MATERIAL TO BE USED IN THE DESIGN OF THE NEW STAIRWAY. |
| | FL. ADMINISTRATIVE CODE 61G1-23.015 (2) THE ARCHITECT |
| | IS RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL |
| | PROJECT DATA, REPORTS, SHOP DRAWINGS ETC... |
| | FL. ADMINISTRATIVE CODE 61G1-23.015 RESPONSIBLE |
| | SUPERVISING CONTROL OVER ARCHITECTURAL PRACTICE OUTSIDE |
| | OF THE ARCHITECT'S OFFICE. |
| | 5) SHEET A102 1ST FLOOR PLAN: |
| | 5A) THE 1ST FLOOR PLAN DOES NOT IDENTIFY DOORS, THE |
| | PLAN IDENTIFIES DOOR TYPES. THERE ARE NUMEROUS DOORS |
| | THAT DO NOT MEET THE FBC-ACCESS. CODE 404.2.4 |
| | MANEUVERING CLEARANCES. DOORS. MINIMUM MANEUVERING |
| | CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH |
| | 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL |
| | WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE FOR |
| | SIDE CLEARANCE. |
| | PLEASE IDENTIFY EACH DOOR WITH SEPARATE NOMENCLATURE TO |
| | BE ABLE TO IDENTIFY DEFICIENCIES. |
| | |
| | 5B) PLEASE PROVIDE A FLOOR PLAN WITH THE KIOSK LAYOUT |
| | AND COLUMNS TO ENSURE COMPLIANCE OR THE LIFE SAFETY |
| | PLAN TO SCALE TO ENSURE COMPLIANCE WITH 1018.3 & 1018.4 |
| | OF THE 2017 FBC-B. |
| | |
| | 6) PROVIDE ADDITIONAL INFORMATION FOR THE PROPOSED 6" X |
| | 6" ALUMINUM COLUMN. INDICATE IF THIS IS A LOAD BEARING |
| | COLUMN SUPPORTING ANY GRAVITY LOADS OR IS ONLY FOR |
| | RESISTING THE LATERAL WINDLOADS ON THE STOREFRONTS THAT |
| | WILL BE ATTACHED TO IT. FBC 107.2.1 |
| | |
| | 7) PROVIDE A STRUCTURAL ANALYSIS OF THE EXISTING |
| | SUSPENDED CONCRETE SLAB THAT IS TO BE REMOVED TO |
| | ACCOMMODATE THE PROPOSED ADA ACCESSIBLE RAMP. FBC |
| | 107.2.1.2 |
| | |
| | 8) THE PROPOSED RAMP IS REQUIRED TO HAVE A MINIMUM 60" |
| | CLEAR LENGTH LANDING AT THE TOP AND BOTTOM. PROVIDE |
| | DIMENSIONS ON THE PLANS TO SHOW COMPLIANCE. FBC |
| | ACCESSIBILITY SECTION 405.7.3 |
| | |
| | 9) THE PLANS DO NOT APPEAR TO SHOW ADEQUATE CLEAR SPACE |
| | BETWEEN THE EXISTING WALL AND THE BOTTOM OF THE RAMP |
| | RUN IN ORDER TO ACCESS THE LANDING. FBC ACCESSIBILITY |
| | SECTION 405.7 REQUIRES THE LANDING TO BE 60" X 60" |
| | MINIMUM WHEN THERE IS A CHANGE IN DIRECTION AT THE |
| | LANDING. |
| | |
| | 10) THE RE-ROUTED INTERIOR EXIT STAIRWAY DOES NOT LEAD |
| | DIRECTLY TO THE EXTERIOR OF THE BUILDING. IT APPEARS |
| | THAT YOU INTEND TO USE AN EXIT PASSAGEWAY TO EXTEND THE |
| | STAIRWAY TO THE EXTERIOR OF THE BUILDING. THE EXIT |
| | PASSAGEWAY IS REQUIRED TO COMPLY WITH THE FOLLOWING |
| | CODE SECTIONS. |
| | FBC 1023.1 GENERAL. INTERIOR EXIT STAIRWAYS AND RAMPS |
| | SERVING AS AN EXIT COMPONENT IN A MEANS OF EGRESS |
| | SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THIS |
| | SECTION. INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE |
| | ENCLOSED AND LEAD DIRECTLY TO THE EXTERIOR OF THE |
| | BUILDING OR SHALL BE EXTENDED TO THE EXTERIOR OF THE |
| | BUILDING WITH AN EXIT PASSAGEWAY CONFORMING TO THE |
| | REQUIREMENTS OF SECTION 1024, EXCEPT AS PERMITTED IN |
| | SECTION 1028.1. AN INTERIOR EXIT STAIRWAY OR RAMP SHALL |
| | NOT BE USED FOR ANY PURPOSE OTHER THAN AS A MEANS OF |
| | EGRESS AND A CIRCULATION PATH. |
| | |
| | 10A) 1023.3.1 EXTENSION. |
| | WHERE INTERIOR EXIT STAIRWAYS AND RAMPS ARE EXTENDED TO |
| | AN EXIT DISCHARGE OR A PUBLIC WAY BY AN EXIT |
| | PASSAGEWAY, THE INTERIOR EXIT STAIRWAY AND RAMP SHALL |
| | BE SEPARATED FROM THE EXIT PASSAGEWAY BY A FIRE BARRIER |
| | CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR A |
| | HORIZONTAL ASSEMBLY CONSTRUCTED IN ACCORDANCE WITH |
| | SECTION 711, OR BOTH. THE FIRE-RESISTANCE RATING SHALL |
| | BE NOT LESS THAN THAT REQUIRED FOR THE INTERIOR EXIT |
| | STAIRWAY AND RAMP. A FIRE DOOR ASSEMBLY COMPLYING WITH |
| | SECTION 716.5 SHALL BE INSTALLED IN THE FIRE BARRIER TO |
| | PROVIDE A MEANS OF EGRESS FROM THE INTERIOR EXIT |
| | STAIRWAY AND RAMP TO THE EXIT PASSAGEWAY. OPENINGS IN |
| | THE FIRE BARRIER OTHER THAN THE FIRE DOOR ASSEMBLY ARE |
| | PROHIBITED. PENETRATIONS OF THE FIRE BARRIER ARE |
| | PROHIBITED. |
| | EXCEPTIONS: |
| | -1.PENETRATIONS OF THE FIRE BARRIER IN ACCORDANCE WITH |
| | SECTION 1023.5 SHALL BE PERMITTED. |
| | -2.SEPARATION BETWEEN AN INTERIOR EXIT STAIRWAY OR RAMP |
| | AND THE EXIT PASSAGEWAY EXTENSION SHALL NOT BE REQUIRED |
| | WHERE THERE ARE NO OPENINGS INTO THE EXIT PASSAGEWAY |
| | EXTENSION. |
| | |
| | 10B) 1024.2 WIDTH. |
| | THE REQUIRED CAPACITY OF EXIT PASSAGEWAYS SHALL BE |
| | DETERMINED AS SPECIFIED IN SECTION 1005.1 BUT THE |
| | MINIMUM WIDTH SHALL BE NOT LESS THAN 44 INCHES (1118 |
| | MM), EXCEPT THAT EXIT PASSAGEWAYS SERVING AN OCCUPANT |
| | LOAD OF LESS THAN 50 SHALL BE NOT LESS THAN 36 INCHES |
| | (914 MM) IN WIDTH. THE MINIMUM WIDTH OR REQUIRED |
| | CAPACITY OF EXIT PASSAGEWAYS SHALL BE UNOBSTRUCTED. |
| | |
| | 10C) 1024.5 OPENINGS. |
| | EXIT PASSAGEWAY OPENING PROTECTIVES SHALL BE IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF SECTION 716. |
| | EXCEPT AS PERMITTED IN SECTION 402.8.7, OPENINGS IN |
| | EXIT PASSAGEWAYS OTHER THAN UNPROTECTED EXTERIOR |
| | OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT |
| | ACCESS TO THE EXIT PASSAGEWAY FROM NORMALLY OCCUPIED |
| | SPACES AND FOR EGRESS FROM THE EXIT PASSAGEWAY. |
| | WHERE AN INTERIOR EXIT STAIRWAY OR RAMP IS EXTENDED TO |
| | AN EXIT DISCHARGE OR A PUBLIC WAY BY AN EXIT |
| | PASSAGEWAY, THE EXIT PASSAGEWAY SHALL COMPLY WITH |
| | SECTION 1023.3.1. |
| | ELEVATORS SHALL NOT OPEN INTO AN EXIT PASSAGEWAY. |
| | |
| | 10D) 1024.6 PENETRATIONS. |
| | PENETRATIONS INTO OR THROUGH AN EXIT PASSAGEWAY ARE |
| | PROHIBITED EXCEPT FOR EQUIPMENT AND DUCTWORK NECESSARY |
| | FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING, |
| | STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT |
| | COMMUNICATION AND ELECTRICAL RACEWAY SERVING THE EXIT |
| | PASSAGEWAY AND TERMINATING AT A STEEL BOX NOT EXCEEDING |
| | 16 SQUARE INCHES (0.010 M2). SUCH PENETRATIONS SHALL BE |
| | PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL |
| | NOT BE PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER |
| | PROTECTED OR NOT, BETWEEN ADJACENT EXIT PASSAGEWAYS. |
| | EXCEPTION: MEMBRANE PENETRATIONS SHALL BE PERMITTED ON |
| | THE OUTSIDE OF THE EXIT PASSAGEWAY. SUCH PENETRATIONS |
| | SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 714.3.2. |
| | |
| | 10E) 1024.7 VENTILATION. |
| | EQUIPMENT AND DUCTWORK FOR EXIT PASSAGEWAY VENTILATION |
| | AS PERMITTED BY SECTION 1024.6 SHALL COMPLY WITH ONE OF |
| | THE FOLLOWING: |
| | -1.THE EQUIPMENT AND DUCTWORK SHALL BE LOCATED EXTERIOR |
| | TO THE BUILDING AND SHALL BE DIRECTLY CONNECTED TO THE |
| | EXIT PASSAGEWAY BY DUCTWORK ENCLOSED IN CONSTRUCTION AS |
| | REQUIRED FOR SHAFTS. |
| | -2.WHERE THE EQUIPMENT AND DUCTWORK IS LOCATED WITHIN |
| | THE EXIT PASSAGEWAY, THE INTAKE AIR SHALL BE TAKEN |
| | DIRECTLY FROM THE OUTDOORS AND THE EXHAUST AIR SHALL BE |
| | DISCHARGED DIRECTLY TO THE OUTDOORS, OR THE AIR SHALL |
| | BE CONVEYED THROUGH DUCTS ENCLOSED |
| | IN CONSTRUCTION AS REQUIRED FOR SHAFTS. |
| | -3.WHERE LOCATED WITHIN THE BUILDING, THE EQUIPMENT AND |
| | DUCTWORK SHALL BE SEPARATED FROM THE REMAINDER OF THE |
| | BUILDING, INCLUDING OTHER MECHANICAL EQUIPMENT, WITH |
| | CONSTRUCTION AS REQUIRED FOR SHAFTS. |
| | IN EACH CASE, OPENINGS INTO THE FIRE-RESISTANCE-RATED |
| | CONSTRUCTION SHALL BE LIMITED TO THOSE NEEDED FOR |
| | MAINTENANCE AND OPERATION AND SHALL BE PROTECTED BY |
| | OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716 FOR |
| | SHAFT ENCLOSURES. |
| | EXIT PASSAGEWAY VENTILATION SYSTEMS SHALL BE |
| | INDEPENDENT OF OTHER BUILDING VENTILATION SYSTEMS. |
| | |
| | 11) IDENTIFY ALL EXISTING BUILDING SYSTEMS AND ALL |
| | PROPOSED SYSTEMS THAT ARE OR WILL BE LOCATED ABOVE THE |
| | 2 HR FIRE RESISTANCE RATED CEILING OF THE EXIT |
| | PASSAGEWAY. INCLUDING BUT NOT LIMITED TO PLUMBING THAT |
| | COULD LEAK AND COMPROMISE THE HORIZONTAL GYPSUM WALL |
| | BOARD SHAFT ASSEMBLY CEILING. FBC 107.2.1 |
| | |
| | 12) SPECIFY THE CLEAR WIDTH OF THE EXISTING EXTERIOR |
| | EXIT ACCESS. FBC 1028.2 |
| | |
| | 13) THE EXISTING GATE AT THE TERMINATION OF THE |
| | EXTERIOR EXIT ACCESS SWINGS OUT INTO THE ALLEYWAY. IT |
| | WILL HAVE TO BE RELOCATED SO THAT IT DOES NOT SWING |
| | PAST THE PROPERTY LINE. FBC 3202.2 &1028.5 |
| | |
| | 14) THERE WILL NEED TO BE SIGNS POSTED AT THIS EXIT |
| | INTO THE ALLEYWAY STATING THAT THIS IS AN EMERGENCY |
| | EXIT AND IT IS NOT TO BE BLOCKED. FBC FBC 1028.5 |
| | |
| | 15) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE |
| | BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER |
| | OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH |
| | FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS |
| | AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT |
| | ROOFING MATERIALS, WINDOW (GLASS TYPES), STRUCTURAL |
| | MULLIONS, STORE FRONTS AND EXTERIOR DOOR TYPES. |
| | |
| | 16) FBC 107.3.4.1 DEFERRED SUBMITTALS. FOR THE PURPOSES |
| | OF THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS |
| | THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT |
| | THE TIME OF THE APPLICATION AND THAT ARE TO BE |
| | SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED |
| | PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE |
| | PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 17) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT |
| | CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE |
| | PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND |
| | KEEP THEM WITH THE SUBMITTALS. ADDITIONAL PLAN REVIEW |
| | COMMENTS MAY BE GENERATED WHEN MORE INFORMATION IS |
| | PROVIDED. |
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