| Date |
Text |
| 2006-03-30 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05121248 |
| | ADD: 419 LAKEVIEW |
| | CONT: ? PLAN REVIEW? |
| | TEL(305) 322-4105 |
| | |
| | |
| | -OPERA PLACE- |
| | |
| | ARCHITECT FIRM BERMELLO, AJAMIL & |
| | PARTNERS |
| | HECTOR R. VALVERDE |
| | |
| | ENGINEERS: PEDRO JOSE DUQUESNE |
| | |
| | |
| | 1ST REVIEW |
| | ACTION DENIED |
| | CODE: 2004 FL BUILDING CODE |
| | |
| | * FL BLD CODE = 2004 WEST PALM BEACH |
| | ADMINISTRATIVE CODE |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE NEW |
| | 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. |
| | |
| | 1) NOTE THIS IS A THRESHOLD BUILDING |
| | REQUIRING (3) OF ALL SUBMITTALS, |
| | PLANS, REPORTS, REVISIONS OR SUBMITTALS |
| | TO THE BUILDING DEPARTMENT FOR OUR |
| | RECORD. THESE DOCUMENTS WILL REQUIRE |
| | ORIGINALS WITH RAISED SEAL, SIGNATURE |
| | AND DATE. |
| | PLANS, SPECIFICATIONS,REPORT OR |
| | OTHER DOCUMENTS PREPARED BY THE |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE |
| | SEAL OF THE DESIGN PROFESSIONAL |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEER |
| | FL ATATE STAT: 61G16.003 ARCHITECT |
| | |
| | 2)FL S S 713.13: |
| | NOTICE OF COMMENCEMENT, TO BE RECORDED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: |
| | 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) DISCREPANCY BETWEEN THE PERMIT |
| | APPLICATION AND THE SURVEY. THE |
| | APPLICATION INDICATES THE STREET |
| | LAKEVIEW WHEREAS THE SURVEY IN |
| | THE SOUTH SIDE OF THE PROPERTY |
| | OKEECHOBEE BLVD. OKEECHOBEE BLVD ISN'T |
| | DESIGNATED UNTIL AFTER THE WEST BOUND |
| | TRAFFIC CROSSES OVER THE FEC RAILROAD |
| | TRACKS. |
| | |
| | 4)SURVEY ONLY ONE ORIGINAL, SUBMIT (3) |
| | ORIGINAL SURVEYS WITH RAISED SEAL, |
| | SIGNATURE W/ DATE. |
| | |
| | 5) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO |
| | 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. |
| | |
| | 6) FL S. S. 553.71(7) |
| | (THRESHOLD BUILDING) |
| | ANY BUILDING GREATER THAN (3) STORIES OR |
| | 50 FEET IN HEIGHT, OR WHICH HAS AN |
| | ASSEMBLY OCCUPANCY CLASSIFICATION AS |
| | DENIED IN FLORIDA BUILDING CODE WHICH |
| | EXCEEDS 5,000 SQ FT IN AREA AND AN |
| | OCCUPANT LOAD OF GREATER THAN 500 PEOPLE |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | STRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE ENGINEER |
| | OF RECORD. THE STRUCTURAL INSPECTION |
| | PLAN MUST BE SUBMITTED TO THE |
| | ENFORCEMENT |
| | AGENCY PRIOR TO THE ISSUANCE OF A |
| | PERMIT FOR THE CONSTRUCTION OF THRESHOLD |
| | BUILDING. THE PURPOSE OF THE STRUCTURAL |
| | INSPECTION PLAN IS TO PROVIDE SPECIFIC |
| | INSPECTION PROCEDURES AND STANDARDS |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 7)WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 8) 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 CONTAIN 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. |
| | |
| | 9 ) 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERFORMED IN A MANNER |
| | SO AS NOT TO ADVERSELY 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 |
| | HISTORIC SURFACE WATER DRAINAGE FLOWS |
| | SERVING ADJACENT PROPERTIES, & MAY |
| | REQUIRE SPECIAL DRAINAGE DESIGN |
| | COMPLYING |
| | WITH ENGINEERING STANDARDS TO PRESERVE |
| | THE POSITIVE PATTERNS OF THE AFFECTED |
| | SITES. ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENT, 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 PARCEL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALLY |
| | 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. |
| | |
| | 10) 109.3.10.1 HURRICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENT 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 |
| | HIGH WINDS. |
| | ANY PERSON 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. |
| | |
| | 11) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OF THE 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. A OR B. |
| | 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. |
| | |
| | 12)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 |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 |
| | ASTM E 1996, OR MIAMI-DADE TAS 201,202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWING: |
| | |
| | 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. |
| | |
| | 13) PLANS INDICATE THAT THIS PERMIT |
| | WILL BE PHASED, DOES THIS MEAN |
| | ENTIRE BUILDING IS UNDER ONE PERMIT OR |
| | WILL THIS PROJECT BE PERMITTED |
| | SEPARATELY ? |
| | |
| | 14) PLEASE CONTACT LILI URSA, MIS |
| | TECHNICIAN MIS CONTACT FOR ADDRESSING |
| | ISSUES. |
| | PLEASE SEE ADDRESSING REQUIREMENT FOR |
| | TWIN TOWERS UNDER ONE PROPERTY CONTROL |
| | NUMBER. LILI URSA (561)822-1234 |
| | |
| | 15) VARIOUS SHEETS EXAMPLE A-2.01 OR |
| | A-3.01 FOR SCALE OF DRAWINGS NOTED IN |
| | TITLE BLOCK SCALE AS NOTED, BUT NOT ON |
| | THAT PAGE BUT ON THE PROJECT INDEX PAGE |
| | THE PROCESS TO GO BACK TO THIS PAGE IS |
| | VERY TIMELY!!!! PLEASE PUT THE SCALE ON |
| | THE SAME SHEET! |
| | |
| | 16) A-2.01 THE ELEVATOR LOBBY E118 |
| | COMMON TO ELE CORE 2 & 3 SHOWS A 2INCHES |
| | CHANGE IN GRADE? VERTICAL ACCESSIBILITY |
| | 11-4.1.2 VERTICAL ACCESSIBILITY NOTHING |
| | IN THIS CODE SHALL BE CONSTRUED TO |
| | RELIEVE THE OWNER OF ANY BUILDING OR |
| | STRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIABLE |
| | GRADE LEVEL. |
| | |
| | 17) A-2.01 UNKNOWN ROOM USAGE BY |
| | ROOM W125 & W109? |
| | |
| | 18) RETAIL# 9 AS WELL AS THE MAIN |
| | LOADING DOCK W142, PLEASE INDICATE A |
| | TRUCK IN THE LOADING BAY, IT APPEARS |
| | THOSE 2 TRAFFIC LANES TO THE PARKING |
| | GARAGE WOULD BE BLOCKED. |
| | 106.1.2 ADDITIONAL DATA. THE BUILDING |
| | OFFICIAL MAY REQUIRE DETAILS, |
| | COMPUTATIONS, STRESS DIAGRAMS, AND OTHER |
| | DATA NECESSARY TO DESCRIBE THE |
| | CONSTRUCTION OR INSTALLATION AND THE |
| | BASIS OF CALCULATION. ALL DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | REQUIRED BY THE BUILDING OFFICIAL TO BE |
| | PREPARED BY AN ARCHITECT OR ENGINEER |
| | SHALL BE AFFIXED WITH THEIR OFFICIAL |
| | SEAL, SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | |
| | 19)A-2.01- A-2.02 |
| | 19A)THE MEZZANINE LEVEL, |
| | PLEASE PROVIDE THE GROSS FLOOR AREA FOR |
| | EACH TENANT SPACE AND THE FLOOR AREA FOR |
| | THE MEZZANINE LEVEL IN EACH TENANT SPACE |
| | 505.2 AREA LIMITATION. |
| | THE AGGREGATE AREA OF A MEZZANINE OR |
| | MEZZANINES WITHIN A ROOM SHALL NOT |
| | EXCEED ONE-THIRD OF THE AREA OF THAT |
| | ROOM OR SPACE IN WHICH THEY ARE LOCATED. |
| | THE ENCLOSED PORTIONS OF ROOMS SHALL NOT |
| | BE INCLUDED IN A DETERMINATION OF THE |
| | SIZE OF THE ROOM IN WHICH THE MEZZANINE |
| | IS LOCATED. IN DETERMINING THE ALLOWABLE |
| | MEZZANINE AREA, THE AREA OF THE |
| | MEZZANINE SHALL NOT BE INCLUDED IN THE |
| | AREA OF THE ROOM. |
| | 505.4 OPENNESS. A MEZZANINE SHALL BE |
| | OPEN |
| | AND UNOBSTRUCTED TO THE ROOM IN WHICH |
| | SUCH MEZZANINE IS LOCATED EXCEPT FOR |
| | WALLS NOT MORE THAN 42 INCHES HIGH, |
| | COLUMNS AND POSTS. SEE EXAMPLE |
| | |
| | 19B) PLANS DO NOT SHOW STAIRS TO THE |
| | MEZZANINE LEVEL, WILL THE MEZZANINE |
| | LEVEL BE BUILT AS PART OF THE PERMIT |
| | OR WOULD THIS LEVEL BE BUILT AS PART OF |
| | A TENANT FIT UP? |
| | |
| | 19C) ONE CONSIDERATION THAT NEEDS TO BE |
| | NOTED BY THE DESIGN TEAM. |
| | ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT),IF THE MEZZANINE |
| | LEVEL IS BUILT WITH THE SHELL WITH |
| | STAIRS, IT SHOULD BE NOTED THAT THE AREA |
| | BENEATH THE MEZZANINE CAN NOT BE |
| | ENCLOSED SEE 505.2: THE ENCLOSED |
| | PORTIONS OF ROOMS SHALL NOT BE FIGURED |
| | IN A DETERMINATION OF THE SIZE |
| | ROOM IN WHICH THE MEZZANINE IS LOCATED. |
| | IN DETERMINING THE ALLOWABLE MEZZANINE |
| | AREA, THE AREA BENEATH THE MEZZANINE CAN |
| | NOT BE INCLUDED IN THE 1/3RD AREA OF THE |
| | ROOM. |
| | |
| | 20) A-2.01 NOTE UPPER RIGHT OF SHEET |
| | INDICATES THAT MECHANICAL EQUIPMENT |
| | PROVIDE INFORMATION SHOWING COMPLIANCE |
| | WITH: VAN ACCESSIBILITY,11-4.1. |
| | IN PARKING STRUCTURES, ONE IN |
| | EIGHT ACCESSIBLE SPACES, BUT NOT LESS |
| | THAN ONE, SHALL BE VAN ACCESSIBLE. |
| | SHALL BE DESIGNED AS REQUIRED, SEE |
| | 11-4.6.3 . THE VERTICAL CLEARANCE OF |
| | SUCH SPACES SHALL COMPLY WITH |
| | 11-4.6.5 . ALL SUCH SPACES MAY BE |
| | GROUPED ON ONE LEVEL OF A PARKING |
| | STRUCTURE. WHEN SUCH SPACES ARE |
| | IN A PARKING STRUCTURE AND ONLY |
| | EIGHT MEET THE HEIGHT REQUIREMENT |
| | SECTION 11-4.6.5 , THEY SHALL BE |
| | DESIGNATED AS REQUIRED BY SECTION |
| | 11-4.6.4 . |
| | |
| | 21) LS-2.09 POOL DECK, THE CALCULATION |
| | FOR THE GYM TO USE THE 50 OCCUPANT LOAD |
| | / SQ FT, SEE TABLE 1004.1.2 THIS |
| | USED WHEN EQUIPMENT IS SHOWN |
| | PLAN. WHEN NO EQUIPMENT IS SHOWN ON THE |
| | PLAN |
| | OCCUPANT LOAD IS FIGURED @ 15 SQ FT/ |
| | OCCUPANT. THIS CALCULATION WILL BE OVER |
| | THE ALLOWABLE |
| | STAIRWELLS AND DOORWAYS OCCUPANT LOADS. |
| | |
| | 22)A-2.01/ A-2.02/ A-3.02CD/ |
| | A7.13 DETAIL# 2THE MAIN LOBBY |
| | CUTS OFF THE AREA JUST PAST THE ELEVATOR |
| | BALCONY WITH HANDRAIL OR IF A GLAZED |
| | ENCLOSURE. THIS INFORMATION IS REQUIRED |
| | TO |
| | DETERMINE IF AN ATRIUM WAS CREATED. |
| | ATRIUM . AN OPENING CONNECTING |
| | MORE STORIES OTHER THAN ENCLOSED |
| | STAIRWAYS, ELEVATORS, HOIST WAYS, |
| | ESCALATORS, PLUMBING, ELECTRICAL, |
| | AIR-CONDITIONING OR OTHER EQUIPMENT |
| | WHICH IS CLOSED AT THE TOP AND NOT |
| | DEFINED AS A MALL. STORIES, AS |
| | THIS DEFINITION, DO NOT INCLUDE |
| | BALCONIES WITHIN ASSEMBLY GROUPS |
| | MEZZANINES THAT COMPLY WITH SECTION 505. |
| | |
| | 23A) A-3.01AB: SUBMIT STATE APPROVED |
| | PLANS FOR THE PRE-MANUFACTURED TICKET |
| | BOOTH, FOR THIS WIND ZONE. |
| | |
| | 23B) PROVIDE PLANS THAT SHOW VERTICAL |
| | ACCESSIBILITY FOR BOOTH. PLANS |
| | SHOW A RAISED CURB, NOT MEETING |
| | ACCESSIBILITY REQUIREMENTS. |
| | |
| | 24) A-3.01AB CORRIDOR E140 SHOW |
| | CHANGE IN ELEVATION REQUIRING |
| | ON BOTH SIDES OF THE CORRIDOR. |
| | 11.4.8.5. HANDRAILS: IF A RAMP HAS A |
| | RISE GREATER THAN 6? OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72INCHESTHEN |
| | IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 25) STORAGE ROOM E141 PROVIDE WHAT TYPE |
| | OF MATERIALS ARE TO BE STORED. |
| | INDICATE IF S1 OR S2 TYPE STORAGE, |
| | WALL AND DOOR RATINGS ACCORDING TO |
| | 311.2 MODERATE-HAZARD S-13HR |
| | 311.3 LOW-HAZARD S-22HR |
| | SAME ISSUES WITH STORAGE ROOMS |
| | E124 & E127. |
| | |
| | 26) A3.01AB ROOM E109A PROVIDE |
| | ACCESSIBILITY:11-4.1.2 VERTICAL |
| | ACCESSIBILITY, NOTHING IN THIS CODE |
| | SHALL BE CONSTRUED TO RELIEVE THE OWNER |
| | OF ANY BUILDING, STRUCTURE OR FACILITY |
| | FROM THE DUTY TO PROVIDE VERTICAL |
| | ACCESSIBILITY TO ALL LEVELS ABOVE OR |
| | BELOW THE OCCUPIBLE GRADE LEVEL. |
| | |
| | 27) A3.01AB ROOM E125 RES # 2 THE |
| | PLANS INDICATE 2HR RATED WALLS, |
| | DOOR LISTING OR RATING? |
| | |
| | 28)A3.01BC RAMPS ON BOTH SIDES OF THE |
| | TRASH ROOM E119 OVER 30?-0" REQUIRE |
| | HANDRAILS.11-4.8.2 |
| | THE MAXIMUM RISE FOR ANY RUN SHALL BE 30 |
| | INCHES (760 MM) (SEE FIGURE 11-16) |
| | CURB RAMPS AND RAMPS TO BE CONSTRUCTED |
| | ON EXISTING SITES OR IN EXISTING |
| | BUILDINGS OR FACILITIES MAY HAVE LIMITS. |
| | 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 |
| | MM), THEN IT SHALL HAVE HANDRAILS |
| | BOTH SIDES. HANDRAILS ARE NOT REQUIRED |
| | ON CURB RAMPS OR ADJACENT TO SEATING IN |
| | ASSEMBLY AREAS. HANDRAILS SHALL COMPLY |
| | WITH SECTION 11-4.26 |
| | |
| | 29) NOT USED |
| | |
| | 30) A3.01BC ROOM E103 FIRE COMMAND |
| | CENTER MISSING 1HR RATED WALLS |
| | 911.1WHERE REQUIRED BY OTHER SECTIONS |
| | THIS CODE, A FIRE COMMAND CENTER FOR THE |
| | FIRE DEPARTMENT OPERATIONS SHALL BE |
| | PROVIDED. THE LOCATION AND ACCESSIBILITY |
| | OF THE FIRE COMMAND CENTER SHALL |
| | SEPARATED FROM THE REMAINDEROF THE |
| | BUILDING BY NOT LESS THAN A 1-HOUR |
| | FIRE-RESISTANCE-RATED FIRE BARRIER. |
| | |
| | 31)SAME COMMENT AS 22, ELEVATOR LOBBY |
| | IS |
| | OPEN TO FLOOR ABOVE, IS THIS AN ATRIUM? |
| | |
| | 32) A3.02BC TRASH ROOM CHUTE #1 |
| | DESIGNATION FOR FIRE RATING? LOCATED IN |
| | ELECTRIC ROOM? |
| | |
| | 33) A3.02BC STAIRWELL# 2A AT CORRIDOR |
| | EM30 WALL DESIGNATION ?D? REQUIRES A |
| | 2 HR RATED WALL. CORRECT SEE 707.4. |
| | |
| | 34) A3.02BC MESSAGE ROOM VS STAIRWELL |
| | ALSO REQUIRES A 2HR RATED WALL.707.4 |
| | |
| | 35) A3.02BC MEDIA ROOM EM 33 |
| | 11-4.1.2 VERTICAL ACCESSIBILITY, |
| | NOTHING IN THIS CODE SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF ANY BUILDING, |
| | STRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIBLE |
| | GRADE LEVEL. |
| | |
| | 36) A3.02 BC MEETING ROOM EM23 PLANS |
| | INDICATE |
| | A SHAFT NEXT TO THIS ROOM, PLANS DO NOT |
| | INDICATE THE |
| | FIRE RATING OF THIS SHAFT. SEE 707.4. |
| | |
| | 37) A3.02CD SAME COMMENTS AS 27- 36. |
| | |
| | 38) STAIR TOWER # 1 INDICATES A WALL |
| | SECTION # 11 |
| | OF A7.01 ON THIS SHEET,SEE NOTE # 1 |
| | ABOUT PIPES |
| | SHOULD ALSO INCLUDE: |
| | 1019.1.2 PENETRATIONS. |
| | PENETRATIONS INTO AND OPENINGS THROUGH |
| | AN EXIT ENCLOSURE 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 ENCLOSURE 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 |
| | COMMUNICATION |
| | OPENINGS, WHETHER THE PROTECTED OR NOT, |
| | BETWEEN ADJACENT EXIT ENCLOSURES. |
| | |
| | 39) A3.02CD PLANS INDICATE ROOM # WM29 |
| | AN ELECTRICAL ROOM AND WITHIN THE ROOM A |
| | TRASH CHUTE.707.13.3 REFUSE AND LAUNDRY |
| | REQUIRE ACCESS ROOMS BEFORE ENTERING THE |
| | REFUSE CHUTE ROOM. |
| | ACCESS OPENINGS FOR REFUSE AND CHUTES |
| | SHALL BE LOCATED IN ROOMS, COMPARTMENTS |
| | COMPLETELY ENCLOSED BY CONSTRUCTION THAT |
| | HAS A FIRE-RESISTANT |
| | RATING OF NOT LESS THAN 1 HOUR OPENINGS |
| | INTO THE ACCESS ROOMS AND PROTECTED BY |
| | OPENING PROTECTIVE OF A FIRE PROTECTION |
| | RATING OF NO LESS THAN 3/4 HOUR AND |
| | SHALL BE SELF-AUTOMATIC-CLOSING UPON THE |
| | DETECTION OF SMOKE. |
| | ELECTRICAL ROOMS ARE TO BELOCKED AN |
| | ONLY |
| | AUTHORIZED PERSONAL HAVE ACCESS KEYS TO |
| | THIS |
| | AREA. THE SECOND ISSUE IS THRASH CHUTES |
| | HAVE A HIGHER RISK OF FIRE (NFPA 70 |
| | AUTOMATIC FIRE SPRINKLERS), IT |
| | UNWISE TO PUT SUCH A HIGH RISK AREA |
| | INTO THE ELECTRICAL ROOMS. SEE |
| | COMMENTARY 707.13.707.13.1 & 707.13.3. |
| | |
| | 40) A3.02 DA IT APPEARS THAT THE REFUSE |
| | |
| | CHUTE ENCLOSURE HAS A DOOR ON THE CHUTE |
| | BUT NO ACCESS ROOM.707.13.3 REFUSE AND |
| | LAUNDRY CHUTE ACCESS ROOMS REQUIRED. |
| | |
| | 41) A3.02DA COMMON WALL BETWEEN THE |
| | PARKING GARAGE AND RETAIL #9 NO FIRE |
| | RATING |
| | DESIGNATION. |
| | |
| | 42) A3.03AB STAIRWELL 3A & 3,THIS |
| | COMMENT IS |
| | TRUE FOR ALL FLOORS WITH THE TWO EGRESS |
| | DOORS: FL ACCESSIBILITY 11-4.13.7 |
| | TWO DOORS IN SERIES. THE MINIMUM SPACE |
| | BETWEEN TWO HINGED OR PIVOTED DOORS IN |
| | SERIES SHALL BE 48 INCHES (1219 MM) PLUS |
| | THE WIDTH OF ANY DOOR SWINGING INTO THE |
| | SPACE. DOORS IN SERIES SHALL SWING |
| | EITHER IN THE SAME DIRECTION OR AWAY |
| | FROM THE SPACE BETWEEN THE DOORS FIGURE |
| | 11-26 (A)]. |
| | FAIR HOUSING ANSI A117.1-4 |
| | |
| | 43) A3.03BC SEE STAIR 2A AND 2 , A |
| | COLUMN (J1/9.3) IS LOCATED IN THE MEANS |
| | OF EGRESS |
| | FROM THE GARAGE TO STAIR TOWER. |
| | ACCESSIBLE ROUTE WILL REQUIRE A 44". |
| | |
| | 44) A3.03CD SEE STAIR 2A AND 2, A COLUMN |
| | (J1/9.3) IS LOCATEDIN THE MEANS OF |
| | EGRESS |
| | FROM THE GARAGE TO THE STAIR TOWER. |
| | ACCESSIBLE ROUTE WILL REQUIRE 44 INCHES. |
| | |
| | 45) A3.03BC PARKING SPACE 96 SHOULD BE |
| | 12 FT WIDE , HANDICAPPED ACCESSIBILITY. |
| | |
| | |
| | 46) A3.03BC SHAFT BY STAIRWELL |
| | COMMON TO ALL FLOORS, IS MISSING THE |
| | FIRE |
| | RATING.707.4 FIRE RESISTANCE |
| | |
| | 47) A3.03AB UNIT 2B EXTERIOR SLIDING |
| | GLASS DOOR TO THE BALCONY, THROUGH A4.05 |
| | AND ALL SIMILAR DETAILS HAVE THE DOORS |
| | LABELED OR DIMENSIONED. |
| | |
| | 48) NOTE PLANS INDICATE USE OF SLIDING |
| | GLASS DOORS |
| | FOR VARIOUS UNITS, PROVIDE DETAILS AND |
| | PRODUCT APPROVAL THAT INDICATEWHEN THE |
| | UNIT IS OPEN, THERE WILL BE 32 INCHES |
| | CLEAR SPACE. FAIR HOUSING. THIS WILL |
| | HOLD TRUE FOR ALL UNITS PROVIDING ACCESS |
| | TO |
| | BALCONY THROUGH SLIDING GLASS DOORS. |
| | PLEASE PROVIDE A SILL DETAIL INDICATING |
| | COMPLIANCE WITH |
| | SLIDING GLASS DOOR FOR FAIR HOUSING, |
| | SLIDING GLASS DOORS ARE SECONDARY DOOR |
| | LEADING TO BALCONIES OR LANDINGS .FAIR |
| | HOUSING CHAPTER 4. |
| | |
| | 49) A3.03BC UNIT 2C MASTER BED, SEE |
| | SHEET A4.06 ANDB2" A8.05 LISTING. THE |
| | ACTIVE LEAF OF THE PAIR OF DOORS MUST BE |
| | 32 CLEAR WHEN MEASURE 90 DEGREESTO THE |
| | DOOR JAMB. |
| | |
| | 50) SAME SHEET A4.06 UNIT 3A, |
| | FH 404.2.2 DOUBLE LEAF DOORWAY |
| | LEAST ONE OF THE ACTIVE LEAVES OF THE |
| | PAIR OF |
| | DOORS TO BE 32 INCHES WITH 2 INDEPENDENT |
| | LEAVES SHALL COMPLY WITH 404.2 WIDTH) |
| | AND 404.2.4 (MANEUVERING CLEARANCES). |
| | |
| | 51) A4.07 PH-1 2 PROBLEMS ENTRY DOORS |
| | WHERE THE DOORWAY IS DIMENSIONED FH |
| | 404.2.2 DOUBLE LEAF DOORWAY LEAST ONE OF |
| | THE ACTIVE LEAVES 32 INCHES DOORWAYS |
| | WITH 2 INDEPENDENTLY |
| | LEAVES SHALL COMPLY WITH 404.2 (WIDTH) |
| | AND 404.2.4 (MANEUVERING |
| | CLEARANCES). |
| | |
| | 52) THE SAME DETAIL INDICATES DOUBLE |
| | DOORS AT |
| | BEDROOM. |
| | |
| | |
| | 53) A4.08 PH-3 THE EXTERIOR SWINGDOORS |
| | ARE |
| | MISSING A DESIGNATION. THE SWING DOOR TO |
| | THE MASTER BEDROOM INDICATES AFIVE |
| | FOOT SWING WHERE AS THE DOOR SCHEDULE |
| | INDICATES A PAIR OF DOORS. |
| | FH 404.2.2 DOUBLE LEAF DOORWAY, LEAST |
| | ONE OF THE ACTIVE LEAVES TO BE 32INCHES |
| | WITH 2 INDEPENDENT LEAVES SHALL COMPLY |
| | WITH 404.2 (WIDTH) AND404.2.4 |
| | (MANEUVERING |
| | CLEARANCES). |
| | |
| | 54) SAME SHEET A4.06 UNIT 3A FH 404.2.2 |
| | DOUBLE LEAF DOORWAY LEAST ONE OF THE |
| | ACTIVE LEAVES |
| | CLEARANCES). |
| | |
| | 55) A4.07 PH-1 2 PROBLEMS ENTRY DOORWAY, |
| | WHERE THE DOORWAY IS DIMENSIONED |
| | FH 404.2.2 DOUBLE LEAF DOORWAY |
| | DOORWAYS WITH 2 INDEPENDENT LEAVES SHALL |
| | COMPLY WITH 404.2 WIDTH) AND 404.2.4 |
| | (MANEUVERING |
| | CLEARANCES). |
| | |
| | 56) THE SAME DETAIL INDICATES |
| | BEDROOM. |
| | |
| | 57) A4.08 PH-3 THE EXTERIOR SWING DOOR |
| | IS MISSING A DESIGNATION. MASTER BEDROOM |
| | SWING DOOR VS A PAIR OF DOORS.FH |
| | 404.2.2 DOUBLE LEAF DOORWAY |
| | LEAST ONE OF THE ACTIVE LEAVES IN |
| | DOORWAYS WITH 2 INDEPENDENT LEAVES SHALL |
| | COMPLY WITH 404.2 |
| | WIDTH) AND 404.2.4 (MANEUVERING |
| | CLEARANCES). |
| | |
| | 58) A4.08 PH-3, DOORS TO BALCONY NOT |
| | LABELED, NO |
| | DOOR DESIGNATION. SEE NOTE 48 THIS IS |
| | COMMON TO ALL UNITS!!! |
| | |
| | |
| | 60) A4.11 PH LOFT-01 ENTRY DOOR, SEE HOW |
| | THE ENTRY DOOR IS DIMENSIONED VS THE |
| | DOOR SCHEDULE. |
| | |
| | 61) A4.11 PH L-01 BEDROOM DOOR IS A PAIR |
| | OF DOORS, FH 404.2.2 DOUBLE LEAF DOORWAY |
| | AT |
| | LEAST ONE OF THE ACTIVE LEAVES IN |
| | DOORWAYS WITH 2 INDEPENDENT LEAVES SHALL |
| | COMPLY WITH 404.2 |
| | (WIDTH) AND 404.2.4 (MANEUVERING |
| | CLEARANCES). |
| | |
| | 62) A4.12 BEDROOM DOOR B1 BEDROOM DOOR |
| | IS A PAIR OF DOORS, FH 404.2.2 DOUBLE |
| | LEAF DOORWAY AT LEAST ONE OF THE ACTIVE |
| | LEAVES IN DOORWAYS WITH 2 INDEPENDENT |
| | LEAVESSHALL COMPLY WITH 404.2 |
| | (WIDTH) AND 404.2.4 (MANEUVERING |
| | CLEARANCES). |
| | |
| | 63) A3.04CD SHAFT WALL DETAIL AT LINE |
| | J.2/6 INDICATES A SECTION OF FLOOR SLAB. |
| | A10.02 FLOOR SLAB EXPANSION JOINT |
| | DETAILS INDICATE A SHAFT THROUGH THE |
| | FLOOR SLAB. THEN NEXT TO IT IS THE 8 |
| | INCH MASONRY WALL WILL ADDITIONAL STEEL |
| | BE REQUIRED IN THE SLAB FOR REINFORCING |
| | |
| | 64) A3.09BC/ A3.09CD ROOM E808 THE PLANS |
| | INDICATE GENERATOR ROOMS WHAT TYPE OF |
| | GENERATOR THIS WILL BE. |
| | |
| | 65) A3.09BC/ A3.09CD RESTROOMS E809, |
| | E810, W809 & W810. PROVIDE DIMENSIONS TO |
| | PLAN SEE, FAIR HOUSING ANSI |
| | A117.1/403.5.1 |
| | CLEAR WIDTH AT TURNS. |
| | |
| | 66) A3.09 BC/ A3.09CD PROVIDE DETAILS |
| | FOR |
| | LOBBY E808A/ W808A AND HANDICAPPED |
| | SHOWER .FAIR HOUSING GUIDELINES |
| | |
| | 67) A3.09 BC/ A3.09CD IT APPEARS THAT |
| | NUMBER 2/808 & 1/804 DOES NOT HAVE THE |
| | REQUIRED 18 INCHES ON THE PULL SIDE OF |
| | THE LATCH. FAIR HOUSING ANSI A117.1 |
| | 404.2 MANEUVERING CLEARANCES AT DOOR |
| | |
| | 68) A3.09AB/ A3.09DA POOL DECK. L -2.3 |
| | FOR TRELLIS PLANS. THE TRELLIS PLANS |
| | INDICATE SEE STRUCTURAL PLANS FOR |
| | DETAILS. THERE IS NO INFORMATION ON THE |
| | STRUCTURAL PLANS AS TO DESIGN OF THE |
| | TRELLIS SYSTEMS. SEE NOTE ON SHEET ABOUT |
| | THE EMBEDDED ELEMENTS AND FASTENING |
| | ELEMENT AT POST TENSION SLABS AND BEAM. |
| | |
| | 69) A3.09AB/ A3.09DA TRELLIS SYSTEM IF |
| | FABRIC IS TO BE APPLIED, SEE 3105.4.2.1 |
| | THE WIND DESIGN LOADS FOR ANY |
| | MEMBRANE-COVERED STRUCTURE DESIGNED WITH |
| | A QUICK REMOVAL OR BREAKAWAY MEMBRANE |
| | FABRIC AT WIND VELOCITIES OF 75MPH |
| | SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | 1.MINIMUM WIND VELOCITY OF |
| | WIND GUST 90 MPH |
| | 2.IMPORTANCE FACTOR BASED |
| | HAZARD TO HUMAN LIFE OF 0.77. |
| | 3.EXPOSURE CATEGORY B FOR |
| | DEFINED IN CHAPTER 16 . |
| | 3105.4.2.2 THE WIND DESIGN LOADS FOR ANY |
| | MEMBRANE COVERED STRUCTURE DESIGN WITH |
| | A PERMANENT OR NONREMOVABLE FABRIC |
| | MEMBRANE SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | 1.MINIMUM WIND VELOCITY AS REQUIRED |
| | IN CHAPTER 16. |
| | 2.IMPORTANCE FACTOR BASED ON LOW |
| | HAZARD TO HUMAN LIFE OF 0.77. |
| | 3.EXPOSURE CATEGORY B OR C AS |
| | DEFINED IN CHAPTER 16 . |
| | |
| | 70) A3.09AB, A3.09DA NOTE ON POOL PATIO |
| | DRAWINGS FOR ANCHORING TO CONCRETE |
| | PAVERS. |
| | STRUCTURAL PLANS DO NOT HAVE |
| | INFORMATION ON THIS NOTE. WIND AND |
| | UPLIFT CRITERIA. |
| | 106.1.2 ADDITIONAL DATA. |
| | BUILDING OFFICIAL MAY REQUIRE ADDITIONAL |
| | COMPUTATIONS, STRESS DIAGRAMS, DATA |
| | NECESSARY TO DESCRIBE THE CONSTRUCTION |
| | OR INSTALLATION AND THE |
| | BASIS OF CALCULATION. ALL DRAWINGS |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | REQUIRED BY THE BUILDING OFFICIAL TO BE |
| | PREPARED BY AN ARCHITECT OR ENGINEER |
| | SHALL BE AFFIXED WITH THEIR OF OFFICIAL |
| | SEAL,SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | |
| | 71)A3.09AB/ A3.09DA. PLEASE PROVIDE |
| | THE CHANGE IN GRADE FOR THE POOL DECK. |
| | INCLUDE STAIR INFORMATION FOR THE TREAD |
| | & RISER AND THE HANDICAPPED RAMP RISE |
| | AND LENGTH OF RAMPS, IF AN INTERMEDIATE |
| | LANDING IS REQUIRED, IF HANDRAILS ARE |
| | REQUIRED. FAIR HOUSING |
| | |
| | 72) A3.09AB/ A3.09CD ELEVATOR SHAFT WALL |
| | CONSTRUCTION FBC 707.4 2HR WALLS WITH1 |
| | 1/2 HR PROTECTIVE. |
| | |
| | 73) A3.09AB/ A3.09BC PLANS INDICATE |
| | DECORATIVE MANSARD ROOF, PROVIDE A |
| | SECTION PROVIDING THE BUILDING ELEMENTS. |
| | (2004 FBC) 106.1.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTSSHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE |
| | LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED & SHOW DETAIL THAT IT WILL |
| | CONFORM TO THE |
| | |
| | PROVISIONS OF THIS CODE AND RELEVANT |
| | LAWS, ORDINANCES, AND RULES, REGULATIONS |
| | AS DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 74) A5.01-A5.04 ELEVATIONS FOR BUILDING |
| | PROVIDE THE POSITIVE AND NEGATIVE |
| | PRESSURES FOR ALL WINDOW AND DOOR |
| | OPENINGS. INDICATE THE INTERIOR ZONES |
| | WELL AS END ZONES. 1609.1.1 |
| | DETERMINATION OF WIND LOADS WIND LOADS |
| | ON EVERY BUILDING OR |
| | STRUCTURE SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION 6 OF ASCE 7 WIND |
| | SHALL BE ASSUMED TO COME FROM ANY |
| | HORIZONTAL DIRECTION AND WIND PRESSURES |
| | SHALL BE ASSUMED TO ACT NORMAL TO THE |
| | SURFACE CONSIDERED. |
| | |
| | 75) PROVIDE THE POSITIVE AND NEGATIVE |
| | PRESSURES FOR THE VARIOUS ROOF ZONES |
| | INTERIOR ROOF ZONE#1, EDGE ZONE # 2 & |
| | END ZONE S# 3. 1609.1.1. |
| | |
| | 76) NOTE THIS PROJECT DOES HAVE VARIOUS |
| | TYPE OF ROOF FINISHES. EACH OF THE ROOF |
| | FINISHES AND UNDERLAYMENTS WILL REQUIRE |
| | FL COVERSHEETS WITH THE ASSOCIATED NOA |
| | OR PRODUCT TESTING REPORT. |
| | NOTE IF THE PRODUCT APPROVALS HAVE A |
| | LIMITATION#7 OR LIMITATION #9. |
| | LIMITATION# 7 ALLOWS FOR THE DESIGN |
| | PROFESSIONAL TO CALCULATE AND FIGURE |
| | ENHANCED FASTENING IN THE ZONES 2 & 3. |
| | |
| | 77)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 |
| | APPLICATION FOR LOCAL PRODUCT APPROVAL |
| | OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. SEE ATTACHMENT. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | 78) 1609.6.5 COMPONENTS AND CLADDING |
| | PRESSURE FOR WIND LOADING ACTIONS ON |
| | COMPONENTS AND CLADDING SHALL BE |
| | DETERMINED FROM TABLE 1609.6B FOR |
| | ENCLOSED PORTIONS OF THE BUILDINGS TABLE |
| | 1609.6C FOR OVERHANGS, BASED ON THE |
| | EFFECTIVE AREA FOR THE ELEMENTS UNDER |
| | CONSIDERATION. THE PRESSURES IN 1609.6C |
| | INCLUDE INTERNAL PRESSURE. |
| | THE PRESSURE SHALL BE APPLIED IN |
| | ACCORDANCE |
| | WITH THE LOADING DIAGRAMS IN FIGURE |
| | 1609.6C . |
| | FL BLD CODE 1609.6.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF |
| | THRESHOLD OR RESIDENT INSPECTOR) OF |
| | TESTING REPORTS,MISSING REPORT AS |
| | FOLLOWS: |
| | A) WINDOWS FIXED, STOREFRONT |
| | B) OPERABLE WINDOWS |
| | C) SPANDREL GLASS |
| | D) MULLIONS |
| | E) EXTERIOR SWING METAL DOORS |
| | F) EXTERIOR SWING GLAZED DOORS |
| | G) SLIDING GLASS DOORS |
| | H) WALL LOUVERS |
| | I) TRUSS ANCHORS |
| | J) STORM SHUTTERS |
| | K) PRE-MANUFACTURED A/C STANDS |
| | L) ROOFING ASSEMBLIES |
| | M) EFIS SYSTEMS |
| | |
| | 79) 1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 80) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBSTRATE. |
| | |
| | 81) PARKING GARAGE THE BOTTOM FLOORS ARE |
| | TO BE |
| | CONSIDERED ENCLOSED AND TO MEET THE |
| | VENTILATION REQUIREMENTS 406.6.3 AND THE |
| | F BC MECHANICAL. |
| | |
| | 82) THE UPPER LEVELS OF THE PARKING |
| | GARAGE ABOVE |
| | THE MEZZANINE LEVEL PLEASE PROVIDE |
| | CALCULATIONS TO SHOW COMPLIANCE WITH |
| | 406.3.3.1 FOR OPEN PARKING GARAGE. |
| | 406.3.3.1 OPENINGS. |
| | FOR NATURAL VENTILATION PURPOSES, THE |
| | EXTERIOR SIDE OF THE STRUCTURE SHALL |
| | HAVE UNIFORMLY DISTRIBUTED OPENINGS ON |
| | TWO OR MORE SIDES. THE AREA OF SUCH |
| | OPENINGS IN EXTERIOR WALLS ON A TIER |
| | MUST BE AT LEAST 20 PERCENT OF THE TOTAL |
| | PERIMETER WALL AREA OF EACH TIER. |
| | THE AGGREGATE LENGTH OF THE OPENINGS |
| | CONSIDERED TO BE PROVIDING NATURAL |
| | VENTILATION SHALL CONSTITUTE A MINIMUM |
| | OF 40 PERCENT OF THE PERIMETER OF THE |
| | TIER. INTERIOR WALLS SHALL BE AT LEAST |
| | 20 PERCENT OPEN WITH UNIFORMLY |
| | DISTRIBUTED OPENINGS. |
| | |
| | EXCEPTION: OPENINGS ARE NOT REQUIRED TO |
| | BE DISTRIBUTED OVER 40 PERCENT OF THE |
| | BUILDING PERIMETER WHERE THE REQUIRED |
| | OPENINGS ARE UNIFORMLY DISTRIBUTED OVER |
| | TWO OPPOSING SIDES OF THE BUILDING. |
| | |
| | 83) VERTICAL EXIT ENCLOSURES IN HIGH |
| | RISE BUILDINGS |
| | WILL REQUIRE SMOKE DETECTION AT THE |
| | ENTRANCE TO THE ENCLOSURES. THE ACCESS |
| | CORRIDORS SHOW SMOKE DETECTION IN THE |
| | CORRIDORS BUT NOT DIRECTLY IN FRONT OF |
| | THE DOORWAY, SEE 909.20.6 |
| | |
| | 84) E SHEETS, HIGHRISE VERTICAL EXIT |
| | ENCLOSURES THAT OPEN |
| | DIRECTLY INTOPARKING GARAGES SHOULD |
| | ALSO HAVE SMOKE DETECTORS IN ACCORDANCE |
| | WITH 909.20.6 |
| | |
| | 85) REVISIT E SHEETS SOME OF THE UNITS |
| | ARE MISSING |
| | THE SMOKE DETECTORS ON THE EXTERIOR OF |
| | THE BEDROOM SIDE, NOTE LOCATION OF |
| | SUPPLIES AND RETURN AIR SHOULD BE |
| | INDICATED FOR LOCATION OF DETECTORS. |
| | |
| | COMMENTS 86-105 TO BE FORTH COMING ! |
| | COPYING FROM WORD. |
