| Date |
Text |
| 2006-04-26 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06010310 |
| | ADD: 720 S. DIXIE HWY. |
| | CONT: THE WEITZ CO |
| | TEL: (561)719-0317 |
| | |
| | ----- THE HARRICK----- |
| | |
| | ARCH FIRM:OLIVER GLIDEN SPINA & PARTNERS |
| | |
| | KEITH M SPINA |
| | ENGFIRM: ONMJ O'DONNELL, NACCARAATO, |
| | MIGNOGNA& JOHNSON STRUCTURAL |
| | |
| | ENGINEERS |
| | PHILLIP J. RIZZO |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1) WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & REPLACE |
| | ANY PAGES AS NECESSARY. A TRANSMITTAL |
| | LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUM- BER, WITH A DESCRIPTION OF |
| | THE REVISION MADE, IDENTIFYING THE SHEET |
| | OR SPECIFICA TION PAGE WHERE THE CHANGES |
| | CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | 2) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 3) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS |
| | FOR THE BUILDING WHICH ARE REQUIRED TO |
| | BE SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CON- TAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S PR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 4)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. |
| | |
| | 5) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY IMPACT THE CONDITION |
| | OF ADJACENT PROPERTY, UNLESS SUCH |
| | ACTIVITY IS PERMITTED TO AFFECT SAID |
| | PROPERTY PURSUANT TO A CONSENT BY THE |
| | APPLICABLE PROPERTY OWNER, UNDER TERMS & |
| | CONDITIONS AGREEABLE TO THE APPLICABLE |
| | PROPERTY OWNER.THIS INCLUDES BUT IS NOT |
| | LIMITED TO THE CONTROL OF DUST, NOISE, |
| | WATER OR DRAINAGE RUN-OFF, DEBRIS, AND |
| | THE STORAGE OF CONSTRUCTION MATERIALS. |
| | NEW CONSTRUCTION ACTIVITY SHALL NOT |
| | ADVERSELY IMPACT HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, INCLUDING |
| | ADDITIONS, POOLS, PATIOS, DRIVEWAYS, |
| | DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN |
| | EXCESS OF 800SQ FT OF PERMEABLE LAND |
| | AREA ON ANY PARCELL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALY |
| | PREPARED DRAINAGE PLAN CLEARLY |
| | INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE |
| | IMPROVEMENT, A CERTIFICATE FROM A |
| | LICENSED ENGINEER SHALL BE SUBMITTED TO |
| | THE INSPECTOR IN ORDER TO RECEIVE |
| | APPROVAL OF THE FINAL INSPECTION. |
| | |
| | 6) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION |
| | SITE FROM 24 HRS. AFTER A HURRICANE |
| | WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN |
| | LIFTED. ALL SUCH CONSTRUCTION MATERIALS, |
| | EQUIPMENT AND DEBRIS SHALL BE EITHER |
| | REMOVED FROM THE CONSTRUCTION SITE OR |
| | SECURED IN SUCH A MANNER AS TO MINIMIZE |
| | THE DANGER OF SUCH CONSTRUCTION |
| | MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM |
| | HIGHWINDS. |
| | ANY PERSONS WHO FAILS TO COMPLY TO |
| | REMOVE OR SECURE THE CONSTRUCTION |
| | MATERIALS EQUIPMENT AND DEBRIS WITHIN |
| | 24 HRS AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED SHALL BE SUBJECT TO A FINE NOT TO |
| | EXCEED $500.00. |
| | IN ADDITION TO THE ABOVE, A LICENSED |
| | CONTRACTOR WHO VIOLATES THIS SECTION |
| | SHALL BE SUBJECT TO DISCIPLINE PURSUANT |
| | TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 7) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | G) NUMBER OF UNITS |
| | H) NUMBER OF FLOORS |
| | I) NUMBER OF BEDROOMS |
| | J) NUMBER OF ROOMS |
| | K) NUMBER OF BEDROOMS |
| | L) SQ. FT. LIV SPACE/ FL |
| | M) SQ. FT. FOOTPRINT |
| | N) SQ. FT. UNDER ROOF (TOTAL) |
| | O) OCCUPANT LOAD |
| | P) FLOOD ZONE |
| | |
| | 8) 1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | |
| | 9) WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 10) THE PROPOSED BUILDING STRUCTURE |
| | TRANSGRESSES LEGAL BOUNDARY LINES |
| | BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'.A 'UNITY OF TITLE' SHALL BE |
| | RECORDED AT THE COUNTY COURTHOUSE. |
| | SUBMIT A COPY OF THE RECORDED 'UNITY OF |
| | OF TITLE' DOCUMENT SO THAT FBC TABLE 601 |
| | BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| | NOT APPLICABLE. |
| | |
| | 11) PLANS DO NOT HAVE AN INDEX PAGE |
| | MAKING IT DIFICULT TO LOCATE ITEMS FOR |
| | PLAN REVIEW. |
| | |
| | 12) SHEET A2.1.1 INDICATES A FIRE |
| | CONTROL ROOM, IF THIS IS THE SAME AS A |
| | FIRE COMMAND CENTER THERE ARE MINIMUM |
| | ROOM DIMENSIONS, SHOW COMPLIANCE: |
| | 911.1 FEATURES. |
| | WHERE REQUIRED BY OTHER SECTIONS OF THIS |
| | CODE, A FIRE COMMAND CENTER FOR FIRE |
| | DEPARTMENT OPERATIONS SHALL BE PROVIDED. |
| | THE LOCATION AND ACCESSIBILITY OF THE |
| | FIRE COMMAND CENTER SHALL BE SEPARATED |
| | FROM THE REMAINDER OF THE BUILDING BY |
| | NOT LESS THAN A 1-HOUR |
| | FIRE-RESISTANCE-RATED FIRE BARRIER. THE |
| | ROOM SHALL BE A MINIMUM OF 96 SQUARE |
| | FEET (9 M 2 ) WITH A MINIMUM DIMENSION |
| | OF 8 FEET (2438 MM). A LAYOUT OF THE |
| | FIRE COMMAND CENTER AND ALL FEATURES |
| | REQUIRED BY THE SECTION TO BE CONTAINED |
| | THEREIN SHALL BE SUBMITTED FOR APPROVAL |
| | PRIOR TO INSTALLATION. THE FIRE COMMAND |
| | CENTER SHALL COMPLY WITH NFPA 72 AND |
| | SHALL CONTAIN THE FOLLOWING FEATURES. |
| | 1.THE EMERGENCY VOICE/ALARM |
| | COMMUNICATION SYSTEM UNIT. |
| | 2.THE FIRE DEPARTMENT |
| | COMMUNICATIONS UNIT. |
| | 3.FIRE DETECTION AND ALARM SYSTEM |
| | ANNUNCIATOR UNIT. |
| | 4.ANNUNCIATOR UNIT VISUALLY |
| | INDICATING THE LOCATION OF THE ELEVATORS |
| | AND WHETHER THEY ARE OPERATIONAL. |
| | 5.STATUS INDICATORS AND CONTROLS |
| | FOR AIR-HANDLING SYSTEMS. |
| | 6.THE FIRE-FIGHTER?S CONTROL PANEL |
| | REQUIRED BY SECTION 909.16 FOR SMOKE |
| | CONTROL SYSTEMS INSTALLED IN THE |
| | BUILDING. |
| | 7.CONTROLS FOR UNLOCKING STAIRWAY |
| | DOORS SIMULTANEOUSLY. |
| | 8.SPRINKLER VALVE AND WATER-FLOW |
| | DETECTOR DISPLAY PANELS. |
| | 9.EMERGENCY AND STANDBY POWER |
| | STATUS INDICATORS. |
| | 10.A TELEPHONE FOR FIRE DEPARTMENT |
| | USE WITH CONTROLLED ACCESS TO THE PUBLIC |
| | TELEPHONE SYSTEM. |
| | 11.FIRE PUMP STATUS INDICATORS. |
| | 12.SCHEMATIC BUILDING PLANS |
| | INDICATING THE TYPICAL FLOOR PLAN AND |
| | DETAILING THE BUILDING CORE, MEANS OF |
| | EGRESS, FIRE PROTECTION SYSTEMS, |
| | FIRE-FIGHTING EQUIPMENT AND FIRE |
| | DEPARTMENT ACCESS. |
| | 13.WORKTABLE. |
| | 14.GENERATOR SUPERVISION DEVICES, |
| | MANUAL START AND TRANSFER FEATURES. |
| | 15.PUBLIC ADDRESS SYSTEM, WHERE |
| | SPECIFICALLY REQUIRED BY OTHER SECTIONS |
| | OF THIS CODE. |
| | |
| | 13A) A2.1.1 SHOW COMPLIANCE AT THE ENTRY |
| | DROP OFF ZONE/ VALET PARKING/ LOADING |
| | ZONE. |
| | 11-4.6.6 PASSENGER LOADING ZONES. |
| | PASSENGER LOADING ZONES SHALL PROVIDE AN |
| | ACCESS AISLE AT LEAST 60 INCHES (1525 |
| | MM) WIDE AND 20 FEET (6096 MM) LONG |
| | ADJACENT AND PARALLEL TO THE VEHICLE |
| | PULL-UP SPACE (SEE FIGURE 11-10 ). IF |
| | THERE ARE CURBS BETWEEN THE ACCESS AISLE |
| | AND THE VEHICLE PULL-UP SPACE, THEN A |
| | CURB RAMP COMPLYING WITH SECTION 11-4.7 |
| | SHALL BE PROVIDED. VEHICLE STANDING |
| | SPACES AND ACCESS AISLES SHALL BE LEVEL |
| | WITH SURFACE SLOPES NOT EXCEEDING 1:50 |
| | (2 PERCENT) IN ALL DIRECTIONS. |
| | FL S S 553.5041(1) |
| | |
| | 13B) A2.1.1 SHOW COMPLIANCE WITH "VAN |
| | ACCESSIBLE PARKING" 11-4.6.4. |
| | |
| | 14) A2.1.1, EXIT CORRIDOR# 112 INDICATES |
| | A RAMP WITH 12" RISE NO HANDRAILS, |
| | 1010.8 HANDRAILS. |
| | HANDRAILS SHALL BE PROVIDED ALONG BOTH |
| | SIDES OF A RAMP RUN WITH A RISE GREATER |
| | THAN 6 INCHES (152 MM) AND SHALL CONFORM |
| | TO THE REQUIREMENTS IN SECTIONS 1009.11 |
| | . IF HANDRAILS ARE NOT CONTINUOUS, THEY |
| | SHALL EXTEND AT LEAST 18 INCHES (305 MM) |
| | BEYOND THE TOP AND BOTTOM OF THE RAMP |
| | SEGMENT AND SHALL BE PARALLEL WITH THE |
| | FLOOR OR GROUND SURFACE. ENDS OF |
| | HANDRAILS SHALL BE EITHER ROUNDED OR |
| | RETURNED SMOOTHLY TO FLOOR, WALL OR |
| | POST. HANDRAILS SHALL NOT ROTATE WITHIN |
| | THEIR FITTINGS. TOP OF THE HANDRAIL |
| | GRIPPING SURFACE SHALL BE NOT LESS THAN |
| | 34 INCHES (864 MM) NOR MORE THAN 38 |
| | INCHES (965 MM) ABOVE THE RAMP SURFACE. |
| | 11-4.8.5 HANDRAILS. |
| | IF A RAMP RUN HAS A RISE GREATER THAN 6 |
| | INCHES (150 MM) OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72 INCHES (1830 |
| | MM), THEN IT SHALL HAVE HANDRAILS ON |
| | BOTH SIDES. HANDRAILS ARE NOT REQUIRED |
| | ON CURB RAMPS OR ADJACENT TO SEATING IN |
| | ASSEMBLY AREAS. HANDRAILS SHALL COMPLY |
| | WITH SECTION 11-4.26 AND SHALL HAVE THE |
| | FOLLOWING FEATURES: |
| | (1)HANDRAILS SHALL BE PROVIDED |
| | ALONG BOTH SIDES OF RAMP SEGMENTS. THE |
| | INSIDE HANDRAIL ON SWITCHBACK OR DOGLEG |
| | RAMPS SHALL ALWAYS BE CONTINUOUS. |
| | (2)HANDRAILS ON RAMPS WHICH ARE NOT |
| | CONTINUOUS SHALL EXTEND NOT LESS THAN 18 |
| | INCHES (457 MM) BEYOND THE SLOPED |
| | SEGMENT AT BOTH THE TOP AND BOTTOM, AND |
| | SHALL BE PARALLEL TO THE FLOOR OR GROUND |
| | SURFACE. |
| | (3)THE CLEAR SPACE BETWEEN THE |
| | HANDRAIL AND THE WALL SHALL BE 1? INCHES |
| | (38 MM). |
| | (4)GRIPPING SURFACES SHALL BE |
| | CONTINUOUS. |
| | (5)TOP OF HANDRAIL GRIPPING |
| | SURFACES SHALL BE MOUNTED BETWEEN 34 |
| | INCHES AND 38 INCHES (865 MM AND 965 MM) |
| | ABOVE RAMP SURFACES. |
| | (6)ENDS OF HANDRAILS SHALL BE |
| | EITHER ROUNDED OR RETURNED SMOOTHLY TO |
| | FLOOR, WALL, OR POST. |
| | (7)HANDRAILS SHALL NOT ROTATE |
| | WITHIN THEIR FITTINGS. |
| | |
| | 15) COMMON TO ALL FLOORS, THE PLANS DO |
| | NOT INDICATE FIRE RESISTANCE RATING TO |
| | ANY WALLS, TENANT SEPERATION, CORRIDOR |
| | WALLS, ETC.707.2/TABLE 1016.1. |
| | |
| | 16) A2.2.1 PLANS ARE MISSING DOORS AT |
| | 231B. |
| | |
| | 17) A2.2.1. ELEVATOR LOBBY PLANS |
| | INDICATE 45 MIN DOORS WITH THE EXCEPTION |
| | OF 201A AND 231B. 707.14.1. |
| | |
| | 18) PLEASE PROVIDE SINK DETAILS FOR |
| | STAFF BREAK ROOM. |
| | 11-4.24.2 SINKS, HEIGHT. SINKS SHALL |
| | BE MOUNTED WITH THE COUNTER NO HIGHER |
| | THAN 34" ABOVE THE FINISH FLOOR. |
| | 11-4.24.3 KNEE CLEARENCE THAT IS AT |
| | LEAST 27" HIGH 30" WIDE, AND 19" DEEP |
| | SHALL BE PROVIDED UNDERNEATH SINKS. |
| | |
| | 19) A2.2.1 RESTROOM DETAIL INDICATES A |
| | SECTION )/ A6.00 FOR ENLARGED PLAN AND |
| | DIMENSIONS. NO SUCH SHEET. |
| | |
| | 20) A2.2.1 DETAIL 1/ A5.5 THIS DETAIL IS |
| | A 2ND FLOOR BALCONY GAURD RAIL DETAIL |
| | BUT DETAIL IS FOR THE 14TH -21ST FLOORS. |
| | PLEASE CORECT. |
| | |
| | 21)A2.3.1 ROOM 302 (EXIT ACCESS |
| | CORRIDOR) THIS IS NOT A EXIT ACCESS |
| | CORRIDOR BUT A EXIT PASSAGE.DEFINITION: |
| | EXIT PASSAGEWAY. AN EXIT COMPONENT THAT |
| | IS SEPARATED FROM ALL OTHER INTERIOR |
| | SPACES OF A BUILDING OR STRUCTURE BY |
| | FIRE-RESISTANCE-RATED CONSTRUCTION AND |
| | OPENING PROTECTIVES, AND PROVIDES FOR A |
| | PROTECTED PATH OF EGRESS TRAVEL IN A |
| | HORIZONTAL DIRECTION TO THE EXIT |
| | DISCHARGE OR THE PUBLIC WAY. EXTENTION |
| | OF EXIT.SEE SECTION A0.0. |
| | |
| | 22)A2.3.1 NORTH WALL INDICATES LOUVERS |
| | ON THE NORTH WALL, PLANS DO NOT PROVIDE |
| | THE DIMENSION FROM THE BUILING LINE TO |
| | THE NORTH NOR EAST PROPERTY LINE. TABLE |
| | 503, TABL4 601, TABLE 602 & TABLE 704.8. |
| | |
| | 23) THE FREIGHT ELEVATOR FOR VEHICLES |
| | FLOORS 1-4. |
| | 3002.1 HOISTWAY ENCLOSURE PROTECTION. |
| | ELEVATOR , DUMBWAITER AND OTHER HOISTWAY |
| | ENCLOSURES SHALL HAVE A FIRE-RESISTANCE |
| | RATING NOT LESS THAN THAT SPECIFIED IN |
| | CHAPTER 6 AND SHALL BE CONSTRUCTED IN |
| | ACCORDANCE WITH CHAPTER 7 . 707.2 SHAFT |
| | ENCLOSURE REQUIRED. |
| | |
| | OPENINGS THROUGH A FLOOR/CEILING |
| | ASSEMBLY SHALL BE PROTECTED BY A SHAFT |
| | ENCLOSURE COMPLYING WITH THIS SECTION |
| | |
| | 3002.1.1 OPENING PROTECTIVES. |
| | OPENINGS IN HOISTWAY ENCLOSURES SHALL BE |
| | PROTECTED AS REQUIRED IN CHAPTER 7 . |
| | |
| | 24) PROVIDE INFORMATION ON VEHICLE |
| | STORAGE SYSTEM. |
| | |
| | 25) THIRD & FOURTH FLOOR PARKING GARAGE. |
| | |
| | 25A)110.4.2* STORAGE & FACTORY- |
| | INDUSTRIAL OCCUPANCIES. |
| | IT SHALL BE THE RESPONSIBILITY OF THE |
| | OWNER, AGENT, PROPIETOR OR OCCUPANT OF |
| | GROUP S AND GROUP F OCCUPANCIES, OR ANY |
| | OCCUPANCY WHERE EXCESSIVE FLOOR LOADING |
| | IS LIKELY TO OCCUR, TO EMPLOY A |
| | COMPETENT ARCHI- TECT OR ENGINEER IN |
| | COMPUTING THE SAFE FLOOR LOAD CAPACITY. |
| | ALL SUCH COMPUTA- TIONS SHALL BE |
| | ACCOMPANIED BY AN AFFA- DAVIT FROM THE |
| | ARCHITECT OR ENGINEER STATING THE SAFE |
| | ALLOWABLE FLOOR LOADS ON EACH FLOOR IN |
| | POUNDS PER SQ FT.THE COMPUTATIONS & |
| | AFFADAVIT SHALL BE FILED AS A PERMANENT |
| | RECORD OF THE BLDG DEPT. |
| | |
| | 25B) 110.4.3* SIGNS REQUIRED. IN EVERY |
| | BUILDING OR PART OF A BUILDING USED FOR |
| | STORAGE, INDUSTRIAL OR HAZARDOUS PUR- |
| | POSES, THE SAFE FLOOR LOADS, AS REVIEWED |
| | BY THE BUILDING OFFICIAL ON THE PLAN, |
| | SHALL BE MARKED ON PLATES OF APPROVED DE |
| | SIGN WHICH SHALL BE SUPPLIED & SECURELY |
| | AFFIXED BY THE OWNER OF THE BUILDING IN |
| | A CONSPICUOUS PLACE IN EACH STORY TO |
| | WHICH THEY RELATE. SUCH PLATES SHALL NOT |
| | BE REMOVEDOR DEFACED, & IF LOST, |
| | REMOVED THE OWNER OF THE BUILDING SHALL |
| | REPLACE THEM. |
| | |
| | 25C)1607.9.1.1 HEAVY LIVE LOADS. |
| | LIVE LOADS THAT EXCEED 100 PSF (4.79 |
| | KN/M 2 ) SHALL NOT BE REDUCED EXCEPT THE |
| | LIVE LOADS FOR MEMBERS SUPPORTING TWO OR |
| | MORE FLOORS ARE PERMITTED TO BE REDUCED |
| | BY A MAXIMUM OF 20 PERCENT, BUT THE LIVE |
| | LOAD SHALL NOT BE LESS THAN L AS |
| | CALCULATED IN SECTION 1607.9.1 . |
| | |
| | 25D) 1607.9.1.2 PASSENGER VEHICLE |
| | GARAGES. THE LIVE LOADS SHALL NOT BE |
| | REDUCED IN PASSENGER VEHICLE GARAGES |
| | EXCEPT THE LIVE LOADS FOR MEMBERS |
| | SUPPORTING TWO OR MORE FLOORS ARE |
| | PERMITTED TO BE REDUCED BY A MAXIMUM OF |
| | 20 PERCENT, BUT THE LIVE LOAD SHALL NOT |
| | BE LESS THAN L AS CALCULATED IN SECTION |
| | 1607.9.1 . |
| | |
| | 26) MECH M2.3/ M2.4 BOTH INDICATE |
| | MECHANICAL EQUIPMENT IN THE EXIT |
| | PASSAGEWAY THAT DO NOT HAVE ANY BEARING |
| | ON THE STAIR PRESSURIZATION FOR THE EXIT |
| | 1020.5 PENETRATIONS. |
| | PENETRATIONS INTO AND OPENINGS THROUGH |
| | AN EXIT PASSAGEWAY ARE PROHIBITED EXCEPT |
| | FOR REQUIRED EXIT DOORS, 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 M 2 ). SUCH |
| | PENETRATIONS SHALL BE PROTECTED IN |
| | ACCORDANCE WITH SECTION 712 . THERE |
| | SHALL BE NO PENETRATIONS OR |
| | COMMUNICATING OPENINGS, WHETHER |
| | PROTECTED OR NOT, BETWEEN ADJACENT EXIT |
| | PASSAGEWAYS. |
| | |
| | 27) MECH M2.3/ M2.4 BOTH STAIRWELLS |
| | INDICATE THE USE OF LOUVER GRAVITY |
| | DAMPERS, PROVIDE ADDITIONAL INFORMATION |
| | WHERE THEY HAVE A 1 1/2 HR FIRE RATING. |
| | |
| | 28) SHEET A2.5.1 DETAIL OF ELEVATOR |
| | LOBBY 0/ A6.0.0 MISSING DETAIL |
| | |
| | 29) A2.5.1 ELEVATOR LOBBY DOORS T04A & |
| | T04B, BOTH DOORS AND ELEVATOR LOBBY |
| | DOORS 5TH FLOOR AND ABOVEARE MISSING |
| | THE FIRE RATING OF 3/4 HR SEE 707.14.1./ |
| | TABLE 1016.1. |
| | |
| | 30) SHEET A2.5.1 EAST WEST CUT SECTION, |
| | DETAIL1/ A4.2 NO SUCH SECTION. |
| | |
| | 31) SHEET A2.1.1- A2.10.1 ALL INDICATE |
| | PARTITION LEGEND, PROVIDE THE EQUIVALENT |
| | THICKNESS AND ASSOCIATED FIRE RESISTANCE |
| | RATING FOR BOTH CONCRETE MASONARY WALLS |
| | AND CAST IN PLACE CONCRETE. |
| | 721.3.2 CONCRETE MASONRY WALLS. |
| | THE FIRE-RESISTANCE RATING OF WALLS AND |
| | PARTITIONS CONSTRUCTED OF CONCRETE |
| | MASONRY UNITS SHALL BE DETERMINED FROM |
| | TABLE 721.3.2 . THE RATING SHALL BE |
| | BASED ON THE EQUIVALENT THICKNESS OF THE |
| | MASONRY AND TYPE OF AGGREGATE USED. |
| | REPORT FROM THE BLOCK MANUFACTURER FOR |
| | RATING OF BLOCK.NOT U. L. LISTING. |
| | 721.2.1.1 CAST-IN-PLACE OR PRECAST |
| | WALLS. |
| | THE MINIMUM EQUIVALENT THICKNESSES OF |
| | CAST-IN-PLACE OR PRECAST CONCRETE WALLS |
| | FOR FIRE-RESISTANCE RATINGS OF 1 HOUR TO |
| | 4 HOURS ARE SHOWN IN TABLE 721.2.1.1 . |
| | FOR SOLID WALLS WITH FLAT VERTICAL |
| | SURFACES, THE EQUIVALENT THICKNESS IS |
| | THE SAME AS THE ACTUAL THICKNESS. THE |
| | VALUES IN TABLE 721.2.1.1 APPLY TO |
| | PLAIN, REINFORCED OR PRESTRESSED |
| | CONCRETE WALLS. |
| | |
| | 32) A2.5.1 DETAIL 1/A5.4INDICATES A CUT |
| | SECTION THROUGH A BALCONY BUT NO DETAILS |
| | GIVEN FOR BALCONY RAILING. GLASS IN |
| | HANDRAILS AND GUARDS.2407.1 MATERIALS. |
| | GLASS USED AS STRUCTURAL BALUSTRADE |
| | PANELS IN RAILINGS SHALL BE CONSTRUCTED |
| | OF EITHER SINGLE FULLY TEMPERED GLASS, |
| | LAMINATED FULLY TEMPERED GLASS OR |
| | LAMINATED HEAT-STRENGTHENED GLASS. |
| | GLAZING IN RAILING IN-FILL PANELS SHALL |
| | BE OF AN APPROVED SAFETY GLAZING |
| | MATERIAL THAT CONFORMS TO THE PROVISIONS |
| | OF SECTION 2406.1.1 . FOR ALL GLAZING |
| | TYPES, THE MINIMUM NOMINAL THICKNESS |
| | SHALL BE ? INCH (6.4 MM). FULLY TEMPERED |
| | GLASS AND LAMINATED GLASS SHALL COMPLY |
| | WITH CATEGORY II OF CPSC 16 CFR 1201, |
| | LISTED IN CHAPTER 35 . |
| | |
| | 2407.1.1 LOADS. |
| | THE PANELS AND THEIR SUPPORT SYSTEM |
| | SHALL BE DESIGNED TO WITHSTAND THE LOADS |
| | SPECIFIED IN SECTION 1607.7 . A SAFETY |
| | FACTOR OF FOUR SHALL BE USED. |
| | |
| | 2407.1.2 SUPPORT. |
| | EACH HANDRAIL OR GUARD SECTION SHALL BE |
| | SUPPORTED BY A MINIMUM OF THREE GLASS |
| | BALUSTERS OR SHALL BE OTHERWISE |
| | SUPPORTED TO REMAIN IN PLACE SHOULD ONE |
| | BALUSTER PANEL FAIL. GLASS BALUSTERS |
| | SHALL NOT BE INSTALLED WITHOUT AN |
| | ATTACHED HANDRAIL OR GUARD . |
| | |
| | 33)A2.5.1 LAUNDRY CHUTE REQUIRES A 2HR |
| | RATED WALL PROVIDE THE EQUIVALENT |
| | THICKNESS AND TYPE OF BLOCK TO BE USED, |
| | FROM BLOCK MANUFACTURER. |
| | |
| | |
| | 34) SERVICE ELEVATOR MISSING ELEVATOR |
| | LOBBY,707.14.1 ELEVATOR LOBBY. |
| | ELEVATORS OPENING INTO A |
| | FIRE-RESISTANCE-RATED CORRIDOR AS |
| | REQUIRED BY SECTION 1016.1 SHALL BE |
| | PROVIDED WITH AN ELEVATOR LOBBY AT EACH |
| | FLOOR CONTAINING SUCH A CORRIDOR. THE |
| | LOBBY SHALL SEPARATE THE ELEVATORS FROM |
| | THE CORRIDOR BY FIRE PARTITIONS AND THE |
| | REQUIRED OPENING PROTECTION. ELEVATOR |
| | LOBBIES SHALL HAVE AT LEAST ONE MEANS OF |
| | EGRESS COMPLYING WITH CHAPTER 10 AND |
| | OTHER PROVISIONS WITHIN THIS CODE. |
| | |
| | 35) A2.9.1 COOLING TOWERS ONCE DOOR IS |
| | OPENED TO THIS AREA THERE IS NO 36" |
| | MEANS OF EGRESS AROUND THE COOLING |
| | TOWERS. |
| | |
| | 36) 1509.7 MECHANICAL UNITS. |
| | ROOF MOUNTED MECHANICAL UNITS SHALL BE |
| | MOUNTED ON CURBS RAISED A MINIMUM OF 8 |
| | INCHES (203 MM) ABOVE THE ROOF SURFACE, |
| | OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARANCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1509.7 . |
| | |
| | |
| | 37) A2.9.1 PLAN INDICATES FOR ENLARGED |
| | STAIR PLAN AND DIMENSIONS SEE A0.0.0. |
| | |
| | 38) A2.9.1 MECHANICAL ROOM/ COOLING |
| | TOWERS PLANS DO NOT INDICATE THERE IS TO |
| | BE A GENERATOR LOCATED IN THIS AREA ,SEE |
| | M2.22. PROVIDE DETAILS FOR GENERATOR, |
| | FOR COMPLIANCE WITH: |
| | 403.10.1 SPECIAL REQUIREMENTS FOR |
| | STANDBY POWER SYSTEMS. |
| | IF THE STANDBY SYSTEM IS A GENERATOR SET |
| | INSIDE A BUILDING, THE SYSTEM SHALL BE |
| | LOCATED IN A SEPARATE ROOM ENCLOSED WITH |
| | 2-HOUR FIRE-RESISTANCE-RATED FIRE |
| | BARRIER ASSEMBLIES. SYSTEM SUPERVISION |
| | WITH MANUAL START AND TRANSFER FEATURES |
| | SHALL BE PROVIDED AT THE FIRE COMMAND |
| | CENTER. SURROUNDING WALL 2HR WITH |
| | 1 1/2HR OPENING PROTECTIVES, DOOR M04A. |
| | |
| | 39) A2.10.1 AT SECTION 1/ A5.1JUST TO |
| | THE RIGHT OF THIS SECTION THE HEIGHT OF |
| | THE PLANTER WALL 3'-2" AND THE HEIGHT OF |
| | THE GLASS RAIL AS 3'-2". SEE DETAIL |
| | 1/A5.1 THE GLASS RAILING SITS ATOP OF |
| | THE PLANTER WALL AN ADDITIONAL 3'-71/2". |
| | |
| | 40) A2.10.1 THE ELEVATOR DOORS AND |
| | WINDOWS ON EITHER SIDE OF THE ELEVATOR |
| | LOBBY ARE MISSING THE 1 1/2 HR RATING. |
| | 707.14.1 ELEVATOR LOBBY. |
| | ELEVATORS OPENING INTO A |
| | FIRE-RESISTANCE-RATED CORRIDOR AS |
| | REQUIRED BY SECTION 1016.1 SHALL BE |
| | PROVIDED WITH AN ELEVATOR LOBBY AT EACH |
| | FLOOR CONTAINING SUCH A CORRIDOR. THE |
| | LOBBY SHALL SEPARATE THE ELEVATORS FROM |
| | THE CORRIDOR BY FIRE PARTITIONS AND THE |
| | REQUIRED OPENING PROTECTION. ELEVATOR |
| | LOBBIES SHALL HAVE AT LEAST ONE MEANS OF |
| | EGRESS COMPLYING WITH CHAPTER 10 AND |
| | OTHER PROVISIONS WITHIN THIS CODE. |
| | |
| | 41) A2.10.1 THE MENS AND WOMENS |
| | HANDICAPPED TOILET STALL DOORS ARE NOT |
| | DIMENSIONED PLEASE SEE FIGURE 30, THE |
| | STALL DOOR TO BE 32" CLEAR. |
| | |
| | 42) NOTE: 424.1 PUBLIC SWIMMING POOLS |
| | AND BATHING PLACES. |
| | PUBLIC SWIMMING POOLS AND BATHING PLACES |
| | SHALL COMPLY WITH THE DESIGN AND |
| | CONSTRUCTION STANDARDS OF THIS SECTION. |
| | NOTE: OTHER ADMINISTRATIVE AND |
| | PROGRAMMATIC PROVISIONS MAY APPLY. SEE |
| | DEPARTMENT OF HEALTH (DOH) RULE 64E-9, |
| | FLORIDA ADMINISTRATIVE CODE AND CHAPTER |
| | 514, FLORIDA STATUTES.FAC 514 PUBLIC |
| | SWIMMING AND BATHING FACILITIES. |
| | |
| | 43) A2.10.1 BAR D11 NO CUT SECTION |
| | INDICATING COMPLIANCE WITH, FAIR HOUSING |
| | REACH RANGES, ACCESSIBLE OUTE BEHIND |
| | BAR. |
| | |
| | 44)A2.11.1 PLANS DO NOT INDICATE |
| | ELEVATOR VENTS OR NOTES WHERE TO FIND |
| | VENTS. |
| | 3004.2 LOCATION OF VENTS. |
| | VENTS SHALL BE LOCATED BELOW THE FLOOR |
| | OR FLOORS AT THE TOP OF THE HOISTWAY, |
| | AND SHALL OPEN EITHER DIRECTLY TO THE |
| | OUTER AIR OR THROUGH NONCOMBUSTIBLE |
| | DUCTS TO THE OUTER AIR. NONCOMBUSTIBLE |
| | DUCTS SHALL BE PERMITTED TO PASS THROUGH |
| | THE ELEVATOR MACHINE ROOM PROVIDED THAT |
| | PORTIONS OF THE DUCTS LOCATED OUTSIDE |
| | THE HOISTWAY OR MACHINE ROOM ARE |
| | ENCLOSED BY CONSTRUCTION HAVING NOT LESS |
| | THAN THE FIRE PROTECTION RATING REQUIRED |
| | FOR THE HOISTWAY. HOLES IN THE MACHINE |
| | ROOM FLOORS FOR THE PASSAGE OF ROPES, |
| | CABLES OR OTHER MOVING ELEVATOR |
| | EQUIPMENT SHALL BE LIMITED SO AS NOT TO |
| | PROVIDE GREATER THAN 2 INCHES (51 MM) OF |
| | CLEARANCE ON ALL SIDES. |
| | |
| | 3004.3 AREA OF VENTS. |
| | EXCEPT AS PROVIDED FOR IN SECTION |
| | 3004.3.1 , THE AREA OF THE VENTS SHALL |
| | NOT BE LESS THAN 3? PERCENT OF THE AREA |
| | OF THE HOISTWAY NOR LESS THAN 3 SQUARE |
| | FEET (0.28 M 2 ) FOR EACH ELEVATOR CAR, |
| | AND NOT LESS THAN 3? PERCENT NOR LESS |
| | THAN 0.5 SQUARE FOOT (0.047 M 2 ) FOR |
| | EACH DUMBWAITER CAR IN THE HOISTWAY, |
| | WHICHEVER IS GREATER. OF THE TOTAL |
| | REQUIRED VENT AREA, NOT LESS THAN |
| | ONE-THIRD SHALL BE OF THE PERMANENTLY |
| | OPEN TYPE UNLESS ALL VENTS ACTIVATE UPON |
| | DETECTION OF SMOKE FROM ANY OF THE |
| | ELEVATOR LOBBY SMOKE DETECTORS. |
| | |
| | 45) A3.1.1 & A3.1.3 NORTH AND EAST |
| | ELEVATIONS, THE DISTANCE TO THE PROPERTY |
| | LINE IS NOT PROVIDED, THE ALLOWABLE AREA |
| | OF OPENINGS PER FLOOR CAN'T BE COMPUTED. |
| | 704.8 ALLOWABLE AREA OF OPENINGS. |
| | THE MAXIMUM AREA OF UNPROTECTED OR |
| | PROTECTED OPENINGS PERMITTED IN AN |
| | EXTERIOR WALL IN ANY STORY SHALL NOT |
| | EXCEED THE VALUES SET FORTH IN TABLE |
| | 704.8 . WHERE BOTH UNPROTECTED AND |
| | PROTECTED OPENINGS ARE LOCATED IN THE |
| | EXTERIOR WALL IN ANY STORY, THE TOTAL |
| | AREA OF THE OPENINGS SHALL COMPLY WITH |
| | THE FOLLOWING FORMULA: |
| | |
| | A/A+AU/AU<1.0 |
| | |
| | 46) A6.1.1- A6.14.2 1207.2 AIR-BORNE |
| | SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING |
| | ASSEMBLIES SEPARATING DWELLING UNITS |
| | FROM EACH OTHER OR FROM PUBLIC OR |
| | SERVICE AREAS SHALL HAVE A SOUND |
| | TRANSMISSION CLASS (STC) OF NOT LESS |
| | THAN 50 (45 IF FIELD TESTED) FOR |
| | AIR-BORNE NOISE WHEN TESTED IN |
| | ACCORDANCE WITH ASTM E 90. PENETRATIONS |
| | OR OPENINGS IN CONSTRUCTION ASSEMBLIES |
| | FOR PIPING; ELECTRICAL DEVICES; RECESSED |
| | CABINETS; BATHTUBS; SOFFITS; OR HEATING, |
| | VENTILATING OR EXHAUST DUCTS SHALL BE |
| | SEALED, LINED, INSULATED OR OTHERWISE |
| | TREATED TO MAINTAIN THE REQUIRED |
| | RATINGS. THIS REQUIREMENT SHALL NOT |
| | APPLY TO DWELLING UNIT ENTRANCE DOORS; |
| | HOWEVER, SUCH DOORS SHALL BE TIGHT |
| | FITTING TO THE FRAME AND SILL. |
| | |
| | 47) A6.1.1- A6.14.1 1207.3 |
| | STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN |
| | DWELLING UNITS OR BETWEEN A DWELLING |
| | UNIT AND A PUBLIC OR SERVICE AREA WITHIN |
| | THE STRUCTURE SHALL HAVE AN IMPACT |
| | INSULATION CLASS (IIC) RATING OF NOT |
| | LESS THAN 50 (45 IF FIELD TESTED) WHEN |
| | TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 48) A6.1.1 DOOR T01E TO BE A MINIMUM OF |
| | 32" CLEAR, FAIR HOUSING ANSI A117.1- |
| | 404.2.3.SMALL CLOSETS SUCH AS LINEN |
| | CLOSETS NOT COVERED, SHELVES WITHIN |
| | REACH, THIS CLOSEET IS 3'-0" DEEP. |
| | |
| | 49) A6.2.1 DOOR T02C1 SEE DOOR CHART FOR |
| | WIDTH. |
| | |
| | 50) A6.3.2 NOTE: REFER TO INTERIOR |
| | DESIGNERS DRAWINGS FOR ALL BATH |
| | ACCESSORY SPECIFICATIONS AND MOUNTING |
| | HEIGHT. THERE IS NO INDEX NOR NOTE |
| | INDICATING WHERE THIS INFORMATION CAN BE |
| | LOCATED. 11-4.26.2 SIZE AND SPACING OF |
| | GRAB BARS AND HANDRAILS. |
| | THE DIAMETER OR WIDTH OF THE GRIPPING |
| | SURFACES OF A HANDRAIL OR GRAB BAR SHALL |
| | BE 1? INCHES TO 1? INCHES (32 MM TO 38 |
| | MM), OR THE SHAPE SHALL PROVIDE AN |
| | EQUIVALENT GRIPPING SURFACE. IF |
| | HANDRAILS OR GRAB BARS ARE MOUNTED |
| | ADJACENT TO A WALL, THE SPACE BETWEEN |
| | THE WALL AND THE GRAB BAR SHALL BE 1? |
| | INCHES (38 MM) [SEE FIGURE 11-39 (A), |
| | FIGURE 11-39 (B), FIGURE 11-39 (C), AND |
| | FIGURE 11-39 (E)]. HANDRAILS MAY BE |
| | LOCATED IN A RECESS IF THE RECESS IS A |
| | MAXIMUM OF 3 INCHES (76 MM) DEEP AND |
| | EXTENDS AT LEAST 18 INCHES (455 MM) |
| | ABOVE THE TOP OF THE RAIL [SEE FIGURE |
| | 11-39 (D)]. |
| | 11-4.26.3 |
| | 11-4.26.3 STRUCTURAL STRENGTH. |
| | THE STRUCTURAL STRENGTH OF GRAB BARS, |
| | TUB AND SHOWER SEATS, FASTENERS AND |
| | MOUNTING DEVICES SHALL MEET THE |
| | FOLLOWING SPECIFICATION: |
| | (1)BENDING STRESS IN A GRAB BAR OR |
| | SEAT INDUCED BY THE MAXIMUM BENDING |
| | MOMENT FROM THE APPLICATION OF 250 LBF |
| | (1112 N) SHALL BE LESS THAN THE |
| | ALLOWABLE STRESS FOR THE MATERIAL OF THE |
| | GRAB BAR OR SEAT. |
| | (2)SHEAR STRESS INDUCED IN A GRAB |
| | BAR OR SEAT BY THE APPLICATION OF 250 |
| | LBF (1112 N) SHALL BE LESS THAN THE |
| | ALLOWABLE SHEAR STRESS FOR THE MATERIAL |
| | OF THE GRAB BAR OR SEAT. IF THE |
| | CONNECTION BETWEEN THE GRAB BAR OR SEAT |
| | AND ITS MOUNTING BRACKET OR OTHER |
| | SUPPORT IS CONSIDERED TO BE FULLY |
| | RESTRAINED, THEN DIRECT AND TORSIONAL |
| | SHEAR STRESSES SHALL BE TOTALED FOR THE |
| | COMBINED SHEAR STRESS, WHICH SHALL NOT |
| | EXCEED THE ALLOWABLE SHEAR STRESS. |
| | (3)SHEAR FORCE INDUCED IN A |
| | FASTENER OR MOUNTING DEVICE FROM THE |
| | APPLICATION OF 250 LBF (1112 N) SHALL BE |
| | LESS THAN THE ALLOWABLE LATERAL LOAD OF |
| | EITHER THE FASTENER OR MOUNTING DEVICE |
| | OR THE SUPPORTING STRUCTURE, WHICHEVER |
| | IS THE SMALLER ALLOWABLE LOAD. |
| | (4)TENSILE FORCE INDUCED IN A |
| | FASTENER BY A DIRECT TENSION FORCE OF |
| | 250 LBF (1112 N) PLUS THE MAXIMUM MOMENT |
| | FROM THE APPLICATION OF 250 LBF (1112N) |
| | SHALL BE LESS THAN THE ALLOWABLE |
| | WITHDRAWAL LOAD BETWEEN THE FASTENER AND |
| | THE SUPPORTING STRUCTURE. |
| | (5)GRAB BARS SHALL NOT ROTATE |
| | WITHIN THEIR FITTINGS. |
| | ALL HANDRAILS, GRAB BARS, AND TUB AND |
| | SHOWER SEATS REQUIRED TO BE ACCESSIBLE |
| | BY SECTION 11-4.1 , 11-4.8 , 11-4.9 , |
| | 11-4.16 , 11-4.17 , 11-4.20 OR 11-4.21 |
| | SHALL COMPLY WITH SECTION 11-4.26 . |
| | |
| | 51) A6.6.2 MASTER BEDROOM: 11-9.2.2 |
| | MINIMUM REQUIREMENTS. |
| | AN ACCESSIBLE UNIT, SLEEPING ROOM OR |
| | SUITE SHALL BE ON AN ACCESSIBLE ROUTE |
| | COMPLYING WITH SECTION 11-4.3 AND HAVE |
| | THE FOLLOWING ACCESSIBLE ELEMENTS AND |
| | SPACES. |
| | (1)ACCESSIBLE SLEEPING ROOMS SHALL |
| | HAVE A 36 INCH (915 MM) CLEAR WIDTH |
| | MANEUVERING SPACE LOCATED ALONG BOTH |
| | SIDES OF A BED, EXCEPT THAT WHERE TWO |
| | BEDS ARE PROVIDED, THIS REQUIREMENT CAN |
| | BE MET BY PROVIDING A 36 INCHES (915 MM) |
| | WIDE MANEUVERING SPACE LOCATED BETWEEN |
| | THE TWO BEDS. CHECK ALL UNITS! |
| | |
| | 51) A6.10.1A6.1.1 DOOR P01E TO BE A |
| | MINIMUM OF 32" CLEAR, FAIR HOUSING ANSI |
| | A117.1- 404.2.3.SMALL CLOSETS SUCH AS |
| | LINEN CLOSETS NOT COVERED, SHELVES |
| | WITHIN REACH, THIS CLOSEET IS 3'-0" |
| | DEEP. |
| | |
| | 52)A6.13.1 MASTER BEDROOM MASTER |
| | BEDROOM: 11-9.2.2 MINIMUM REQUIREMENTS. |
| | AN ACCESSIBLE UNIT, SLEEPING ROOM OR |
| | SUITE SHALL BE ON AN ACCESSIBLE ROUTE |
| | COMPLYING WITH SECTION 11-4.3 AND HAVE |
| | THE FOLLOWING ACCESSIBLE ELEMENTS AND |
| | SPACES. |
| | (1)ACCESSIBLE SLEEPING ROOMS SHALL |
| | HAVE A 36 INCH (915 MM) CLEAR WIDTH |
| | MANEUVERING SPACE LOCATED ALONG BOTH |
| | SIDES OF A BED, EXCEPT THAT WHERE TWO |
| | BEDS ARE PROVIDED, THIS REQUIREMENT CAN |
| | BE MET BY PROVIDING A 36 INCHES (915 MM) |
| | WIDE MANEUVERING SPACE LOCATED BETWEEN |
| | THE TWO BEDS. CHECK ALL UNITS! |
| | |
| | 53) A8.1.1 FINISH SCHEDULE NOT COMPLETE |
| | PAGE IS BLANK. |
| | |
| | 54) A9.1 DETAILS 3& 4 ARE MISSING THE |
| | SOUND TRANSMITION RATING.1207.2 |
| | AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING |
| | ASSEMBLIES SEPARATING DWELLING UNITS |
| | FROM EACH OTHER OR FROM PUBLIC OR |
| | SERVICE AREAS SHALL HAVE A SOUND |
| | TRANSMISSION CLASS (STC) OF NOT LESS |
| | THAN 50 (45 IF FIELD TESTED) FOR |
| | AIR-BORNE NOISE WHEN TESTED IN |
| | ACCORDANCE WITH ASTM E 90. PENETRATIONS |
| | OR OPENINGS IN CONSTRUCTION ASSEMBLIES |
| | FOR PIPING; ELECTRICAL DEVICES; RECESSED |
| | CABINETS; BATHTUBS; SOFFITS; OR HEATING, |
| | VENTILATING OR EXHAUST DUCTS SHALL BE |
| | SEALED, LINED, INSULATED OR OTHERWISE |
| | TREATED TO MAINTAIN THE REQUIRED |
| | RATINGS. THIS REQUIREMENT SHALL NOT |
| | APPLY TO DWELLING UNIT ENTRANCE DOORS; |
| | HOWEVER, SUCH DOORS SHALL BE TIGHT |
| | FITTING TO THE FRAME AND SILL. |
| | |
| | 55) SHEET A9.1 REFERS BACK TO 0/A8.00 |
| | FOR LIMITING HEIGHT AND GAUGE TABLE. |
| | THERE IS NO SUCH SHEET. |
| | |
| | 56) SHEET A9.2 PROVIDE UL LISTING OR |
| | GYPSUM ASSOCIATION NUMBER FOR EACH |
| | ASSEMBLY.FIRE PARTITION. A VERTICAL |
| | ASSEMBLY OF MATERIALS DESIGNED TO |
| | RESTRICT THE SPREAD OF FIRE IN WHICH |
| | OPENINGS ARE PROTECTED. |
| | SHAFT ENCLOSURE. THE WALLS OR |
| | CONSTRUCTION FORMING THE BOUNDARIES OF A |
| | SHAFT. |
| | |
| | 57) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 58)FL BLD CODE 1609.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) CURTAIN WALL |
| | B) STOREFRONT WINDOW AND DOOR |
| | C) LOUVERED DOORS -REQUIRES STORM |
| | SHUTTERS SEE REPORT (NOA) |
| | D) EXTERIOR DOOR AT AUTO ELEVATOR |
| | E) SOFFITS(EFIS) |
| | F) ROOF HATCH |
| | G) PRE-ENGINEERED A/C STANDS |
| | H) MULLIONS |
| | |
| | 58) CONTRACTOR TO HIGHLIGHT WHICH |
| | ROOFING APPLICATION FLAT DECK SBS SYSTEM |
| | DECK TYPE APPLICATION TYPE 31 OR DECK |
| | TYPE 3. |
| | |
| | 59) PLANS DO NOT ADEQUATELY PROVIDE |
| | WHAT TYPE OF WINDOWS ARE TO BE USED , |
| | EXAMPLE UNITS 1707- 2107 WINDOW (00) |
| | DEPENDING ON TYPE OF WINDOW EAST |
| | ELEVATION REPORT FOR WIND TUNNEL TEST |
| | INDICATES A NEGATIVE PEAK PRESSURE OF |
| | 105. |
| | PROVIDE MORE DETAIL OF WINDOW TYPES AND |
| | LOCATION. (WINDOW SCHEDULE) |
| | |
| | 60) SHEET A5.8 PLANS INDICATE DROPPED |
| | CEILINGS BUT NO DETAILS INDICATING THE |
| | TYPE OF CEILING THICKNESS, TYPE OF |
| | FRAMING, THICKNESS SIZE, MATERIAL |
| | THICKNESS NOR FLANGE SIZE. PLANS ALSO DO |
| | NOT PROVIDE THE ALLOWABLE CEILING |
| | DEFLECTIONS. PLANS DO NOT INDICATE IF |
| | STIFF BACKS ARE USED.THIS SAME |
| | INFORMATION WILL BE REQUIRED FOR DROPPED |
| | SOFFITS INTERIOR AND EXTERIOR. |
| | |
| | 61) (A5.6) EXTERIOR DETAILS THERE IS NO |
| | DETAILS INDICATING HOW TO FASATEN TO |
| | DECK ABOVE, FREQUENCY OF FASTENERS NOR |
| | SPACING. NO MENTION OF SUBSHEATHING OR |
| | FINISH. |
| | |
| | 62) S-1 NOTE: 8'-0" THICK MAT FOUNDATION |
| | SEE DWG S-16 FOR DETAILS, NO DETAILS |
| | |
| | 63) A6.1.1 HEARING IMPAIRED UNITS, |
| | SHOW COMPLIANCE WITH 11-9.3/ 11-4.28.4. |
| | PROVIDE MANUFACTURER SPEC SHEET. |
| | |
| | 64) A6.11 TYPICAL BALCONY RAILING NOTE |
| | NOT COMPLETE.XXX |
| | |
| | ADDITIONAL COMMENTS MAY APPEAR ON THE |
| | NEXT REVIEW DUE TO THE RESPONCE TO THESE |
| | COMMENTS OR LACK THERE OFF. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | |
| | |
