| Date |
Text |
| 2006-06-02 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06040957 |
| | ADD: 525 OKEECHOBEE BLVD |
| | CONT: CENTEX CONSTRUCTION |
| | TEL: (954)214-9415 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | ---CITY PLACE OFFICE TOWER--- |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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) LANDSCAPE PLANS ARE MISSING THE |
| | SIGNATURE, DATE AND RAISED SEAL. |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND |
| | BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 3)LANDSCAPE ARCHITECT DSBOCA IS MISSING: |
| | 481.219 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| | SHEET BEARING THE NAME OF AN ARCHITECT |
| | PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING ARCHITECTURAL |
| | SERVICES, SHALL INCLUDE |
| | THE CERTIFICATE OF AUTHORIZATION |
| | NUMBER.ADD THE NUMBER TO EACH SHEET. |
| | THIS MAY BE ADDED BY HAND. |
| | |
| | 4) ROBERT J. MCNAMARA PE SEAL INDICATES |
| | THE WORD "CERTIFICATE" SEE: |
| | RULE 61G155-23.001(1) F.A.C. |
| | THE FLORIDA BOARD OF PROFESSIONAL |
| | ENGINEERS HAS CLEANED UP THE APPEARENCE |
| | OF THE SEAL BY ELIMINATING OBSOLETE |
| | CONTENT AND CHANGING THE WORD |
| | "CERTIFICATE" TO "LICENSE". A GRACE |
| | PERIOD RAN THROUGH DEC. 31,2005. |
| | |
| | 5) ROBERT J. MCNAMARA PE SIGNATURE IS A |
| | COPY OR STAMP. |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND |
| | BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | |
| | 6) COMMENT# 5 OF FOUNDATION PERMIT, |
| | 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. |
| | |
| | 7) COMMENT# 7 FROM FOUNDATION PERMIT, |
| | 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, |
| | 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) DISCREPANCY BETWEEN THE SKETCH OF |
| | SURVEY AND THE TAX MAPS AS FAR AS THE |
| | PROPERTY LINE. TAX MAPS INDICATE LOT 2 |
| | ACTUALLY WRAPPING AROUND THE WEST SIDE |
| | OF THE "B BLOCK PARKING GARAGE" AND A |
| | 3'-0" SEPERATION BETWEEN THE EXISTING |
| | PARKING GARAGE AND LOT# 2 JUST TO THE |
| | SOUTH OF PARKING GARAGE. SUBMIT NOT A |
| | SCKETH BUT AN ACTUAL SURVEY OF THE |
| | PROPERTY LINE. |
| | |
| | 10A) DEPENDING ON THE LOCATION OF THE |
| | NORTH PROPERTY LINE (SURVEY) TWO PERMIT APPLICATIONS, |
| | PERMITS AND ASSOCIATED |
| | FEES, MAY BE NECESSARY. IT APPEARS THAT |
| | THE ELEVATOR WHICH IS AN ADDITION TO THE |
| | FIVE STORY PARKING GARAGE AND THE |
| | GENERATOR JUST TO THE WEST OF THE |
| | PARKING GARAGE ARE LOCATED ON ANOTHER |
| | PROPERTY. |
| | |
| | 10B) ADDITIONAL INFORMATION REQUIRED, IT |
| | APPEARS THERE ARE (3) GENERATORS, ONE |
| | LOCATED IN THE NEW 16 STORY OFFICE TOWER |
| | ROOM# 126 AND THE (2) GENERATOR LOCATED |
| | WEST OF THE NEW PARKING GARAGE ELEVATOR, |
| | WHAT IS THESE GENERATORS TO POWER? |
| | |
| | 11) PROVIDE RATIONALE FOR PARKING GARAGE |
| | LEVELS 2-5 TO USE ELEVATOR 7 & 8 TO THE |
| | FIRST FLOOR AND TRANSFER TO ELEVATORS |
| | 1-6 TO GAIN ACCESS TO THE OFFICE TOWER |
| | SECTION OF BUILDING? |
| | |
| | 12A) A1.02-A1.05 DISABLED PARKING SPACES 11-4.6.2(1) |
| | ALL SPACES MUST BE |
| | LOCATED ON AN ACCESSIBLE ROUTE NO LESS |
| | THAN 44 INCHES (1118 MM)WIDE SO THAT |
| | USERS WILL NOT BE COMPELLED TO WALK OR |
| | WHEEL BEHIND PARKED VEHICLES. |
| | |
| | 12B) THERE ARE (2) ISSUES ABOVE THE |
| | FIRST IS A 44" CONTINIOUS ACCESSIBLE |
| | PATH THE AREA MARKED AS A PATHWAY IN |
| | FRONT OF THE ELEVATORS IS APPROXIMATELY |
| | 24". |
| | THE SECOND ISSUE IS THE DISABLED ARE |
| | COMPLLLED TO WALK OR WHEEL BEHIND PARKED VEHICLES. |
| | |
| | 13)A1.01 THE EXIT PASSAGE WAY # 122 |
| | DOESN'T TAKE YOU FROM THE EXIT DISCHARGE |
| | TO THE PUBLIC WAY. A0.22 THE LIFE SAFETY |
| | PLAN DOESN'T PROVIDE ANY INFORMATION |
| | ONCE YOU LEAVE THE PROTECTED EXIT.EXIT |
| | DISCHARGE. THAT PORTION OF A MEANS OF |
| | EGRESS SYSTEM BETWEEN THE TERMINATION OF |
| | AN EXIT AND A PUBLIC WAY. |
| | |
| | 13A) THE MEANS OF EGRESS 44" FOR EXIT |
| | PASSAGE WAY# 122 STOPS ON EACH SIDE OF |
| | THE ENTRY FEATURE AREA, SEE CURB LINE. |
| | NEITHER THE LIFE SAFETY NOR THIS SHEET |
| | PROVIDES A CONTINIOUS PATH TO THE PUBLIC |
| | WAY. |
| | |
| | 13B) A1.01 LOCATED JUST TO THE WEST OF |
| | THE MAIN ENTRY PLANS INDICATE A |
| | HANDICAPPED RAMP BUT TOTALLY MISS THE |
| | REQUIRED PASSENGER LOADING ZONE. |
| | 11-4.1.2(5)(C) IF PASSENGER LOADING |
| | ZONES ARE PROVIDED, THEN AT LEAST ONE |
| | PASSENGER LOADING ZONE SHALL COMPLY WITH |
| | SECTION 11-4.6.6 |
| | . |
| | 11-4.1.2(5)(E) VALET PARKING. VALET |
| | PARKING FACILITIES SHALL PROVIDE A |
| | PASSENGER LOADING ZONE COMPLYING WITH |
| | SECTION 11-4.6.6 LOCATED ON AN |
| | ACCESSIBLE ROUTE TO THE ENTRANCE OF THE |
| | FACILITY. SECTION 11-4.1.2 (5)(A), |
| | SECTION 11-4.1.2 (5)(B), AND SECTION |
| | 11-4.1.2 (5)(D) OF THIS SECTION DO NOT |
| | APPLY TO VALET PARKING FACILITIES. |
| | |
| | 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. |
| | |
| | 13C) ALTHOUGH THE EXISTING PARKING |
| | GARAGE SHOULD BE UNDER A SEPERATE PERMIT |
| | |
| | COMMENTS WILL BE ADDRESSED AT THIS TIME |
| | UNDER THIS PERMIT. ONCE THE PASSENGER |
| | LOADING ZONE IS PROVIDED AND ACCESS |
| | AISLE AND CROSS WALK AND CURB CUT |
| | LEADING TO THE ELEVATOR TOWER NEEDS TO |
| | BE ADDRESSED, MAKING THIS AN ACCESSIBLE |
| | ELEMENT. |
| | |
| | 13D)NOTE: THE CODE SUMMARY OF THE "B" |
| | BLOCK PARKING GARAGE INDICATES A |
| | BUILDING TYPE "IB" WHEREAS THE RETAIL |
| | STORES AND PARKING STRUCTURE ARE |
| | CONSIDERED ONE STRUCTURE NOT (2) |
| | INDIVDUAL BUILDINGS, THEY WERE PERMITTED |
| | THIS WAY FOR PHASING ONLY. AGAIN |
| | DEPENDING ON THE LOCATION OF THE |
| | PREOPERTY LINE THERE MAY BE ISSUES WITH |
| | THE PARKING GARAGE ADDITION OF THE |
| | ELEVATOR AND TABLE 602! |
| | |
| | 13E)THE EXIT PASSAGEWAY 122 HAS A 2 HR |
| | RATING LEADING UPTO DOOR 122A WITH A |
| | 1 1/2 HR FIRE RATING.THE LIFE SAFETY |
| | PLAN ENDS THE FIRE RATING OF THE |
| | SURROUNDINGWALLS AND DOOR 120A TO THE |
| | FIRE PUMP ROOM(SHEET A2.01B) THERE IS NO |
| | RATING. TRUE YOU HAVE REACHED THE |
| | EXTERIOR OF THE BUILDING BUT THERE IS |
| | FIRE DANGER FROM THE FIRE PUMP ROOM AND |
| | THE WALLS JUST TO THE LEFT AS WELL AS |
| | THE WALLS TO THE RIGHT WHERE THE FIRE |
| | PUMP ROOM IS SITUATED. THIS IS SIMILAR |
| | TO A EXIT COURT ALTHOUGH THERE IS STILL |
| | A CEILING OVER THE PATH OF TRAVEL. |
| | |
| | 13F) E1.01A INDICATES OVERHEAD |
| | CONDUCTORS PASSING DIRECTLY OVER THE |
| | EXIT PASSAGEWAY 122.1019.1.2 |
| | 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 |
| | PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. |
| | |
| | 13G) IT APPEARS THAT THERE IS (2) SETS |
| | OF CARD READERS TO GAIN ENTRANCE TO THE |
| | PARKING GARAGE. THE FIRST AT THE FOOT OF |
| | THE RAMP AND A SECOND SET INDICATED ON |
| | A1.02? PROVIDE DETAILS? |
| | |
| | 14) A2.01A PLANS INDICATE SECURITY |
| | TURNSTILES, 11-4.13.2 REVOLVING DOORS |
| | AND TURNSTILES . 11-413.2(1) |
| | TURNSTILES SHALL NOT BE THE ONLY MEANS |
| | OF PASSAGE AT AN ACCESSIBLE ENTRANCE OR |
| | ALONG AN ACCESSIBLE ROUTE. AN ACCESSIBLE |
| | GATE OR DOOR SHALL BE PROVIDED ADJACENT |
| | TO THE TURNSTILE OR REVOLVING DOOR AND |
| | SHALL BE SO DESIGNED AS TO FACILITATE |
| | THE SAME USE PATTERN. |
| | |
| | 15) A2.01A WALL DETAIL 8B OR 8C SEE UL |
| | LISTING U415 MISSING ITEM# 7 |
| | CEMENTITIOUS BACKER UNITSSYSTEM "D" NOM |
| | 1/2 OR 5/8". PROVIDE ADDITIONAL INFO. ON |
| | SCHEDULE SHEET A).31 |
| | |
| | 16) A2.01 WALL DETRAIL# 1 INDICATES THE |
| | USE OF A 2 HR RATED BLOCK UL LISTING |
| | U-905, THE FIVE LISTED BLOCK |
| | MANUFACTURERS WILL BE THE MANUFACTURERS |
| | THE BLOCK IS TO BE PURCHASED FROM. |
| | OTHERWISE PROVIDE THEEQUIVALENT |
| | THICKNESS FROM THE BLOCK MANUFACTURER |
| | FROM WHICH THE BLOCK WILL BE PRODUCED, |
| | SEE TABLE 721.3.2. 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. |
| | |
| | 17) A2.01 ALL OF THE NON-RATED DRYWALL |
| | WALLS INDICATED ON A0.31 HAVE NO HEIGHT LIMITATIONS NOR |
| | SPACING, SEE T2506.2 |
| | STEEL STUDS NON-LOAD BEARING, ASTM |
| | C-645. |
| | |
| | 18A) A2.01B ROOM 115 THE DOOR SWING, |
| | SWINGS INTO THE CLEAR FLOOR SPACE OF THE |
| | LAVATORY.11-4.19.3 CLEAR FLOOR SPACE . |
| | A CLEAR FLOOR SPACE 30 INCHES BY 48 |
| | INCHES (760 MM BY 1219 MM) COMPLYING |
| | WITH SECTION 11-4.2.4 SHALL BE PROVIDED |
| | IN FRONT OF A LAVATORY TO ALLOW FORWARD |
| | APPROACH. SUCH CLEAR FLOOR SPACE SHALL |
| | ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE |
| | AND SHALL EXTEND A MAXIMUM OF 19 INCHES |
| | (485 MM) UNDERNEATH THE LAVATORY (SEE |
| | FIGURE 11-32 ). |
| | |
| | 18B) PROVIDE CUT SECTION THROUGH SINK |
| | ROOM 118. 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. |
| | |
| | 18C) EMERGENCY GENERATOR ROOM EXHAUST |
| | BLOWS DIRECTLY ON TO HANDICAPPED RAMPS |
| | LOCATED JUST EAST OF UNIT, IS THERE AIR DEFLECTION? |
| | |
| | 18D) RESTROOM 103 IS MISSING THE |
| | REQUIRED CLEAR FLOOR SPACE 11-4.19.3. |
| | |
| | 19) A1.06 |
| | 19A) PLANS INDICATE THIS PERMIT IS FOR A |
| | SHELL BUILDING, FLOORS TO BE BUILT OUT |
| | BY FUTURE TENANTS. LOOKING AT WORCST |
| | CASE OCCUPANT LOAD FOR THIS FLOOR THERE |
| | WILL BE PROBLEMS WITH THE CONFERENCE |
| | ROOM AND IF THE ROOF DECK IS CONSIDERED |
| | AN ASSEMBLY AREA. IF THE CONFERENCE ROOM |
| | |
| | IS FIGURED AT AN OCCUPANT LOAD OF 15SQ |
| | FT PER OCC= 309 OK FOR DOORS & |
| | STAIRWAYS. |
| | THE PROBLEM BEGINS IF THE CONFERENCE |
| | ROOM IS FIGURED AT A CONCENTRATION OF |
| | 7SQ FT / OCC. OR IF THE ROOF AREA JUST |
| | WEST OF THE CONFERENCE ROOM WERE TO BE |
| | CONSIDERED AS PART OF THE ASSEMBLY AREA. |
| | THEN USING AN OCC LOAD OF 15 SQ FT /OCC |
| | THE LOAD FOR THE ROOFDECK ALONE IS 472+ |
| | 98( CONFERENCE ROOM) 211 (REMAINDER OF |
| | FLOOR) =781 OCC LOAD. NEITHER THE |
| | STAIRS NOR DOORWAYS WILL HANDLE THIS |
| | LOAD AS CONFIGURED. |
| | |
| | 19B) IF PLANS ARE NOT RECONFIGURED TO |
| | HANDLE THIS ADDITIONAL OCCUPANT LOAD, A STIPULATION |
| | WILL BE PUT ON THE |
| | CERTIFICATE OF OCCUPANCYSTATING THAT |
| | THE ROOF DECK CAN NOT BE USED AS AN |
| | ASSEMBLY AREA. 110.2* W. P. B. |
| | ADMINISTRATIVE CODE, INFORMATION THAT IS |
| | REQUIRED FOR RECORD KEEPING & FOR |
| | CERTIFICATE OF OCCUPANCY: |
| | (F) ANY SPECIAL STIPULATIONS & |
| | CONDITIONS OF THE BUILDING PERMIT. |
| | |
| | 19C) IF THE ROOFED AREA IS TO BE FIGURED |
| | |
| | AS AN ASSEMBLY AREA, THERE NEEDS TO BE |
| | ADDTTIONAL DOOR WAYS SINCE AN OCCUPANT |
| | LOAD GREATER THAN 50.1004.8 OUTDOOR |
| | AREAS. |
| | YARDS, PATIOS, COURTS AND SIMILAR |
| | OUTDOOR AREAS ACCESSIBLE TO AND USABLE |
| | BY THE BUILDING OCCUPANTS SHALL BE |
| | PROVIDED WITH MEANS OF EGRESS AS |
| | REQUIRED BY THIS CHAPTER. THE OCCUPANT |
| | LOAD OF SUCH OUTDOOR AREAS SHALL BE |
| | ASSIGNED BY THE BUILDING OFFICIAL IN |
| | ACCORDANCE WITH THE ANTICIPATED USE. |
| | WHERE OUTDOOR AREAS ARE TO BE USED BY |
| | PERSONS IN ADDITION TO THE OCCUPANTS OF |
| | THE BUILDING, AND THE PATH OF EGRESS |
| | TRAVEL FROM THE OUTDOOR AREAS PASSES |
| | THROUGH THE BUILDING, MEANS OF EGRESS |
| | REQUIREMENTS FOR THE BUILDING SHALL BE |
| | BASED ON THE SUM OF THE OCCUPANT LOADS |
| | OF THE BUILDING PLUS THE OUTDOOR AREAS. EXCEPTIONS: 1. |
| | OUTDOOR AREAS USED EXCLUSIVELY |
| | FOR SERVICE OF THE BUILDING NEED ONLY |
| | HAVE ONE MEANS OF EGRESS. |
| | |
| | 19D) IF THE ROOF AREA IS CONSIDERED A |
| | ASSEMBLY AREA THE OCCUPANT LOAD FOR THE |
| | FLOOR WOULD BE APPROX 781 REQUIRING A |
| | THIRD EXIT. TABLE 1018.1. |
| | |
| | 19E) A2.06 THIS COMMENT WILL HOLD TRUE |
| | FOR MORE DOORS THAN JUST THESE |
| | MENTIONED. S-1/A STAIRDOOR, S-2/A |
| | STAIRDOOR, 605A MECHANICAL & 606A |
| | EXECUTIVE VESTIBULE. ALL THESE DOORWAYS |
| | ARE APPROXIMATELY 21" DEEP. THE WAY THE |
| | DOORS ARE CONFIGURED A PERSON IN A |
| | WHEELCHAIR CAN NOT APPROACH THE DOORS |
| | WITH THE DOOR BEING RECESSED IN THE |
| | DOORWAY ON THE PULLSIDE. IT IS TRUE |
| | 11-4.13.5 THAT DOOR OPENINGS MAY BE 24" |
| | DEEP, THE DOORWAY SHOWN AS AN EXAMPLE |
| | FIGURE 24 IS A CASED OPENING NO DOOR IS |
| | APPERANT.11-4.13.6 MANEUVERING |
| | CLEARENCES AT DOORS. MINIMUM MANEUVERING CLEARENCES AT |
| | DOORS THAT ARE NOT |
| | AUTOMATIC OR POWER-ASSISTED SHALL BE AS |
| | SHOWN IN FIG. 25. THE FLOOR OR GROUND |
| | AREA WITH IN THE REQUIRED CLEARENCES |
| | SHALL BE CLEAR & LEVEL. |
| | |
| | 20) A1.06- A1.16NOTE SEE ELETRICAL |
| | COMMENT FOR ELECTRICAL ROOM WITHIN |
| | TENANT SPACE. UNLESS TENANT OCCUPIES THE |
| | FULL FLOOR THIS IS A CODE ISSUE. |
| | |
| | 21) SHEET A4.11 DETAIL# 4, AT VARIOUS |
| | LEVELS INDICATES EITHER PRECAST UNITS OR |
| | |
| | SPANDREL GLASS PANELS AT THE FLOOR |
| | LEVELS. |
| | 21A) PRECAST PANELS INDICATE VARING |
| | HEIGHTS FROM THE FLOOR TO THE TOP OF |
| | PANEL, SOME ARRE 2'-0" OTHERS 2'-6", SEE |
| | A11.04 DESIGN # CEF 158 P, (G) THE |
| | CONCRETE WALL PANEL ARE TO BE A MINIMUM |
| | 33" ABOVE THE FLOOR LEVEL. |
| | |
| | 21B) SPANDREL GLASS PANELS ARE MISSING |
| | INSULATION AT GAGARGE LEVLE, SEE SHEET |
| | A11.04 DESIGN# CEJ 116 P NOTE "B" THAT |
| | THE 33" IS FROM THE FLOOR TOTHE BOTTOM |
| | OF THE TRANSOM. |
| | |
| | 22) A4.12 SOUTH WALL SECTION A4.13 & |
| | A4.14 INDICATES THE USE OF EFIS TRIM ON |
| | THE EXTERIOR OF THE BUILDING.1406.2.2 ARCHITECTURAL |
| | TRIM. IN BUILDINGS OF TYPE |
| | I, II, III AND IV CONSTRUCTION THAT DO |
| | NOT EXCEED THREE STORIES OR 40 FEET (12 |
| | 192 MM) IN HEIGHT ABOVE GRADE PLANE, |
| | EXTERIOR WALL COVERINGS SHALL BE |
| | PERMITTED TO BE CONSTRUCTED OF WOOD |
| | WHERE PERMITTED BY SECTION 1405.4 OR |
| | |
| | OTHER EQUIVALENT COMBUSTIBLE MATERIAL. |
| | COMBUSTIBLE EXTERIOR WALL COVERINGS, |
| | OTHER THAN FIRE-RETARDANT-TREATED WOOD |
| | COMPLYING WITH SECTION 2303.2 FOR |
| | EXTERIOR INSTALLATION, SHALL NOT EXCEED |
| | 10 PERCENT OF AN EXTERIOR WALL SURFACE |
| | AREA WHERE THE FIRE SEPARATION DISTANCE |
| | IS 5 FEET (1524 MM) OR LESS. |
| | ARCHITECTURAL TRIM THAT EXCEEDS 40 FEET |
| | (12 192 MM) IN HEIGHT ABOVE GRADE PLANE |
| | SHALL BE CONSTRUCTED OF APPROVED |
| | NONCOMBUSTIBLE MATERIALS AND SHALL BE |
| | SECURED TO THE WALL WITH METAL OR OTHER |
| | APPROVED NONCOMBUSTIBLE BRACKETS. |
| | |
| | 23) A4.1.2 PLANS INDICATE USE OF MCM |
| | ( METAL COMPOSITE MATERIALS) SEE: |
| | 1407.3 ARCHITECTURAL TRIM AND |
| | EMBELLISHMENTS. |
| | MCM USED AS ARCHITECTURAL TRIM OR |
| | EMBELLISHMENTS SHALL COMPLY WITH |
| | SECTIONS 1407.7 THROUGH 1407.13 . |
| | 1407.10 TYPE I, II, III AND IV |
| | CONSTRUCTION. |
| | WHERE INSTALLED ON BUILDINGS OF TYPE I, |
| | II, III AND IV CONSTRUCTION, MCM SYSTEMS |
| | SHALL COMPLY WITH SECTIONS 1407.10.1 |
| | THROUGH 1407.10.4 , OR 1407.11 . |
| | |
| | 24) A4.14 DETAILS INDICATE A COVERED |
| | DROP OFF AREA WITH THE USE OF EFIS |
| | SYSTEM, PROVIDE REPORT WITH APPROVED |
| | HORIZONTAL USEAGE. RULE 9B-72 FL |
| | ADDMINISTRATIVE COVE. |
| | |
| | 25) A4.15 FLOOR INSULATION THE 6TH FLOOR |
| | (LAST FLOOR ABOVE PARKING GARAGE), |
| | PROVIDE WHAT TYPE OF SPRAY ON FLOOR |
| | INSULATION WILL BE USED, ALSO WILL THIS |
| | BE THE SAME FIRE PROOFING MATERIAL |
| | REQUIRED FOR FLOORS AND BEAMS? IF SO |
| | DOES THIS MATERIAL HAVE FIRE RATING? 13-405.1.C.1.1. |
| | FOR FLOORS WITH BEAMS THAT EXTEND BELOW |
| | THE FLOOR SLAB, THE FLOOR SHALL BE |
| | INSULATED EITHER ON THE INTERIOR ABOVE |
| | THE SLAB OR ON THE EXPOSED FLOOR AND ALL |
| | EXPOSED SURFACES OF THE BEAMS THAT |
| | EXTEND 24 INCHES (610 MM) AND LESS BELOW |
| | THE EXPOSED FLOOR. |
| | |
| | 26) A4.21 DETAIL# 7, INDICATES A |
| | EXTERIOR SOFFIT DETAIL, NOTE SEE |
| | STRUCTURAL DRAWINGS FOR UPLIFT |
| | REQUIREMENTS, STRUCTURAL S0.01 LIGHT |
| | GAUGE STEEL FRAMING NOTE DOESN'T PROVIDE |
| | |
| | ANY REQUIREMENTS NOR SIZE, GAUGE OF |
| | STEEL, CONFIGURATION SPAN SPACING OR LOADING.2506.2 |
| | STANDARDS. |
| | GYPSUM BOARD MATERIALS SHALL CONFORM TO |
| | THE APPROPRIATE STANDARDS LISTED IN |
| | TABLE 2506.2 AND CHAPTER 35 AND, WHERE |
| | REQUIRED FOR FIRE PROTECTION, SHALL |
| | CONFORM TO THE PROVISIONS OF CHAPTER 7 . |
| | |
| | 27) A4.21 DETAIL# 1 IS A SECTION AT THE |
| | CORNICE, PLANS INDICATE MORE DETAILS SEE STRUCTURAL |
| | PLANS, WHERE? ADDITIONAL |
| | INFORMATION NEEDED. |
| | 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 THIER OFFICIAL |
| | SEAL, SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | |
| | 28) A5.81: |
| | 28A) DETAIL# 1, CANOPY FROM OFFICE TOWER |
| | TO THE NEW ELEVATOR TOWER TO COMPLY WITH |
| | 3104.5 & TABLE 602 @ PROPERTY LINE? |
| | |
| | 28B) PLANS DO NOT INDICATE ON THE OFFICE |
| | TOWER CANOPY WHAT TYPE OF FENESTRATION |
| | SHALL BE USED.2405.2 ALLOWABLE GLAZING |
| | MATERIALS AND LIMITATIONS. |
| | |
| | 28C) ARCHITECTURAL PLANS DO NOT INDICATE |
| | ENOUGH DETAILS NOR DOES THE STRUCTURAL |
| | PLANS. ADDITIONAL INFORMATION REQUIRED. |
| | 106.1.2*ADDITIONAL DATA. |
| | |
| | 28D) 2405.5 UNIT SKYLIGHTS. |
| | UNIT SKYLIGHTS SHALL BE TESTED AND |
| | LABELED AS COMPLYING WITH 101/I.S.2/NAFS |
| | VOLUNTARY PERFORMANCE SPECIFICATION FOR |
| | WINDOWS, SKYLIGHTS AND GLASS . THE LABEL |
| | SHALL STATE THE NAME OF THE |
| | MANUFACTURER, THE APPROVED LABELING |
| | AGENCY, THE PRODUCT DESIGNATION AND THE PERFORMANCE |
| | GRADE RATING AS SPECIFIED IN 101/I.S.2/NAFS. IF THE |
| | PRODUCT |
| | MANUFACTURER HAS CHOSEN TO HAVE THE |
| | PERFORMANCE GRADE OF THE SKYLIGHT RATED |
| | SEPARATELY FOR POSITIVE AND NEGATIVE |
| | DESIGN PRESSURE, THEN THE LABEL SHALL |
| | STATE BOTH PERFORMANCE GRADE RATINGS AS |
| | SPECIFIED IN 101/I.S.2/NAFS AND THE |
| | SKYLIGHT SHALL COMPLY WITH SECTION |
| | 2405.5.2 . IF THE SKYLIGHT IS NOT RATED |
| | SEPARATELY FOR POSITIVE AND NEGATIVE |
| | PRESSURE, THEN THE PERFORMANCE GRADE |
| | RATING SHOWN ON THE LABEL SHALL BE THE |
| | PERFORMANCE GRADE RATING DETERMINED IN |
| | ACCORDANCE WITH 101/I.S.2/NAFS FOR BOTH |
| | POSITIVE AND NEGATIVE DESIGN PRESSURE, |
| | AND THE SKYLIGHT SHALL CONFORM TO |
| | SECTION 2405.5.1 . |
| | |
| | 28E) LIGHT- TRANSMITTING PLASTICS: LIGHT-TRANSMITTING |
| | PLASTIC MATERIALS |
| | THAT MEET THE OTHER CODE REQUIREMENTS |
| | FOR WALLS AND ROOFS SHALL BE PERMITTED |
| | TO BE USED IN ACCORDANCE WITH THE OTHER |
| | APPLICABLE CHAPTERS OF THE CODE. |
| | |
| | 2606.2 APPROVAL FOR USE. |
| | SUFFICIENT TECHNICAL DATA SHALL BE |
| | SUBMITTED TO SUBSTANTIATE THE PROPOSED |
| | USE OF ANY LIGHT-TRANSMITTING MATERIAL, |
| | AS APPROVED BY THE BUILDING OFFICIAL AND |
| | SUBJECT TO THE REQUIREMENTS OF THIS |
| | SECTION. |
| | |
| | 2606.3 IDENTIFICATION. |
| | EACH UNIT OR PACKAGE OF |
| | LIGHT-TRANSMITTING PLASTIC SHALL BE |
| | IDENTIFIED WITH A MARK OR DECAL |
| | SATISFACTORY TO THE BUILDING OFFICIAL, |
| | WHICH INCLUDES IDENTIFICATION AS TO THE |
| | MATERIAL CLASSIFICATION. |
| | |
| | 2606.4 SPECIFICATIONS. |
| | LIGHT-TRANSMITTING PLASTICS, INCLUDING THERMOPLASTIC, |
| | THERMOSETTING OR |
| | REINFORCED THERMOSETTING PLASTIC |
| | MATERIAL, SHALL HAVE A SELF-IGNITION |
| | TEMPERATURE OF 650?F (343?C) OR GREATER |
| | WHERE TESTED IN ACCORDANCE WITH ASTM D |
| | 1929; A SMOKE-DEVELOPED INDEX NOT |
| | GREATER THAN 450 WHERE TESTED IN THE |
| | MANNER INTENDED FOR USE IN ACCORDANCE |
| | WITH ASTM E 84, OR NOT GREATER THAN 75 |
| | WHERE TESTED IN THE THICKNESS INTENDED |
| | FOR USE IN ACCORDANCE WITH ASTM D 2843 |
| | AND SHALL CONFORM TO ONE OF THE |
| | FOLLOWING COMBUSTIBILITY |
| | CLASSIFICATIONS: |
| | CLASS CC1: PLASTIC MATERIALS THAT HAVE A |
| | BURNING EXTENT OF 1 INCH (25 MM) OR LESS |
| | WHERE TESTED AT A NOMINAL THICKNESS OF |
| | 0.060 INCH (1.5 MM), OR IN THE THICKNESS |
| | INTENDED FOR USE, IN ACCORDANCE WITH |
| | ASTM D 635, |
| | CLASS CC2: PLASTIC MATERIALS THAT HAVE A |
| | BURNING RATE OF 2.5 INCHES PER MINUTE |
| | (1.06 MM/S) OR LESS WHERE TESTED AT A |
| | NOMINAL THICKNESS OF 0.060 INCH (1.5 |
| | MM), OR IN THE THICKNESS INTENDED FOR |
| | USE, IN ACCORDANCE WITH ASTM D 635. |
| | |
| | 2606.5 STRUCTURAL REQUIREMENTS. |
| | LIGHT-TRANSMITTING PLASTIC MATERIALS IN |
| | THEIR ASSEMBLY SHALL BE OF ADEQUATE |
| | STRENGTH AND DURABILITY TO WITHSTAND THE |
| | LOADS INDICATED IN CHAPTER 16 . |
| | TECHNICAL DATA SHALL BE SUBMITTED TO |
| | ESTABLISH STRESSES, MAXIMUM UNSUPPORTED |
| | SPANS AND SUCH OTHER INFORMATION FOR THE |
| | VARIOUS THICKNESSES AND FORMS USED AS |
| | DEEMED NECESSARY BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 2606.6 FASTENING. |
| | FASTENING SHALL BE ADEQUATE TO WITHSTAND |
| | THE LOADS IN CHAPTER 16 . PROPER |
| | ALLOWANCE SHALL BE MADE FOR EXPANSION |
| | AND CONTRACTION OF LIGHT-TRANSMITTING |
| | PLASTIC MATERIALS IN ACCORDANCE WITH |
| | ACCEPTED DATA ON THE COEFFICIENT OF |
| | EXPANSION OF THE MATERIAL AND OTHER |
| | MATERIAL IN CONJUNCTION WITH WHICH IT IS EMPLOYED. |
| | |
| | 2606.7.4 FIRE SUPPRESSION SYSTEM. |
| | IN BUILDINGS THAT ARE EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER |
| | SYSTEM IN ACCORDANCE WITH SECTION |
| | 903.3.1.1 , PLASTIC LIGHT-DIFFUSING |
| | SYSTEMS SHALL BE PROTECTED BOTH ABOVE |
| | AND BELOW UNLESS THE SPRINKLER SYSTEM |
| | HAS BEEN SPECIFICALLY APPROVED FOR |
| | INSTALLATION ONLY ABOVE THE |
| | LIGHT-DIFFUSING SYSTEM. AREAS OF |
| | LIGHT-DIFFUSING SYSTEMS THAT ARE |
| | PROTECTED IN ACCORDANCE WITH THIS |
| | SECTION SHALL NOT BE LIMITED. |
| | |
| | 28F) THE CANOPY NORTH OF THE THE NEW |
| | ELEVATOR TOWER IS UNDER A DDIFFERENT |
| | PCN, SEPERATE PROPERTY REQUIRING A |
| | SEPERATE PERMIT.ARCHITECTURAL PLANS DO |
| | NOT INDICATE ENOUGH DETAILS NOR DOES THE STRUCTURAL |
| | PLANS. ADDITIONAL INFORMATION REQUIRED.106.1.2* |
| | ADDITIONAL DATA. |
| | |
| | 28G) LIGHT- TRANSMITTING PLASTICS: LIGHT-TRANSMITTING |
| | PLASTIC MATERIALS |
| | THAT MEET THE OTHER CODE REQUIREMENTS |
| | FOR WALLS AND ROOFS SHALL BE PERMITTED |
| | TO BE USED IN ACCORDANCE WITH THE OTHER |
| | APPLICABLE CHAPTERS OF THE CODE. |
| | |
| | 2606.2 APPROVAL FOR USE. |
| | SUFFICIENT TECHNICAL DATA SHALL BE |
| | SUBMITTED TO SUBSTANTIATE THE PROPOSED |
| | USE OF ANY LIGHT-TRANSMITTING MATERIAL, |
| | AS APPROVED BY THE BUILDING OFFICIAL AND |
| | SUBJECT TO THE REQUIREMENTS OF THIS |
| | SECTION. |
| | |
| | 2606.3 IDENTIFICATION. |
| | EACH UNIT OR PACKAGE OF |
| | LIGHT-TRANSMITTING PLASTIC SHALL BE |
| | IDENTIFIED WITH A MARK OR DECAL |
| | SATISFACTORY TO THE BUILDING OFFICIAL, |
| | WHICH INCLUDES IDENTIFICATION AS TO THE |
| | MATERIAL CLASSIFICATION. |
| | |
| | 2606.4 SPECIFICATIONS. |
| | LIGHT-TRANSMITTING PLASTICS, INCLUDING THERMOPLASTIC, |
| | THERMOSETTING OR |
| | REINFORCED THERMOSETTING PLASTIC |
| | MATERIAL, SHALL HAVE A SELF-IGNITION |
| | TEMPERATURE OF 650?F (343?C) OR GREATER |
| | WHERE TESTED IN ACCORDANCE WITH ASTM D |
| | 1929; A SMOKE-DEVELOPED INDEX NOT |
| | GREATER THAN 450 WHERE TESTED IN THE |
| | MANNER INTENDED FOR USE IN ACCORDANCE |
| | WITH ASTM E 84, OR NOT GREATER THAN 75 |
| | WHERE TESTED IN THE THICKNESS INTENDED |
| | FOR USE IN ACCORDANCE WITH ASTM D 2843 |
| | AND SHALL CONFORM TO ONE OF THE |
| | FOLLOWING COMBUSTIBILITY |
| | CLASSIFICATIONS: |
| | CLASS CC1: PLASTIC MATERIALS THAT HAVE A |
| | BURNING EXTENT OF 1 INCH (25 MM) OR LESS |
| | WHERE TESTED AT A NOMINAL THICKNESS OF |
| | 0.060 INCH (1.5 MM), OR IN THE THICKNESS |
| | INTENDED FOR USE, IN ACCORDANCE WITH |
| | ASTM D 635, |
| | CLASS CC2: PLASTIC MATERIALS THAT HAVE A |
| | BURNING RATE OF 2.5 INCHES PER MINUTE |
| | (1.06 MM/S) OR LESS WHERE TESTED AT A |
| | NOMINAL THICKNESS OF 0.060 INCH (1.5 |
| | MM), OR IN THE THICKNESS INTENDED FOR |
| | USE, IN ACCORDANCE WITH ASTM D 635. |
| | |
| | 2606.5 STRUCTURAL REQUIREMENTS. |
| | LIGHT-TRANSMITTING PLASTIC MATERIALS IN |
| | THEIR ASSEMBLY SHALL BE OF ADEQUATE |
| | STRENGTH AND DURABILITY TO WITHSTAND THE |
| | LOADS INDICATED IN CHAPTER 16 . |
| | TECHNICAL DATA SHALL BE SUBMITTED TO |
| | ESTABLISH STRESSES, MAXIMUM UNSUPPORTED |
| | SPANS AND SUCH OTHER INFORMATION FOR THE |
| | VARIOUS THICKNESSES AND FORMS USED AS |
| | DEEMED NECESSARY BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 2606.6 FASTENING. |
| | FASTENING SHALL BE ADEQUATE TO WITHSTAND |
| | THE LOADS IN CHAPTER 16 . PROPER |
| | ALLOWANCE SHALL BE MADE FOR EXPANSION |
| | AND CONTRACTION OF LIGHT-TRANSMITTING |
| | PLASTIC MATERIALS IN ACCORDANCE WITH |
| | ACCEPTED DATA ON THE COEFFICIENT OF |
| | EXPANSION OF THE MATERIAL AND OTHER |
| | MATERIAL IN CONJUNCTION WITH WHICH IT IS EMPLOYED. |
| | |
| | 2606.7.4 FIRE SUPPRESSION SYSTEM. |
| | IN BUILDINGS THAT ARE EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER |
| | SYSTEM IN ACCORDANCE WITH SECTION |
| | 903.3.1.1 , PLASTIC LIGHT-DIFFUSING |
| | SYSTEMS SHALL BE PROTECTED BOTH ABOVE |
| | AND BELOW UNLESS THE SPRINKLER SYSTEM |
| | HAS BEEN SPECIFICALLY APPROVED FOR |
| | INSTALLATION ONLY ABOVE THE |
| | LIGHT-DIFFUSING SYSTEM. AREAS OF |
| | LIGHT-DIFFUSING SYSTEMS THAT ARE |
| | PROTECTED IN ACCORDANCE WITH THIS |
| | SECTION SHALL NOT BE LIMITED. |
| | |
| | 29)A5.82/ A5.83 |
| | ARCHITECTURAL PLANS DO |
| | NOT INDICATE ENOUGH DETAILS NOR DOES THE STRUCTURAL |
| | PLANS. ADDITIONAL INFORMATION REQUIRED.106.1.2* |
| | ADDITIONAL DATA. |
| | |
| | 30)A5.92 NEW ELEVATOR TOWER: |
| | 1406.2.2 |
| | ARCHITECTURAL TRIM. IN BUILDINGS OF TYPE |
| | I, II, III AND IV CONSTRUCTION THAT DO |
| | NOT EXCEED THREE STORIES OR 40 FEET (12 |
| | 192 MM) IN HEIGHT ABOVE GRADE PLANE, |
| | EXTERIOR WALL COVERINGS SHALL BE |
| | PERMITTED TO BE CONSTRUCTED OF WOOD |
| | WHERE PERMITTED BY SECTION 1405.4 OR |
| | OTHER EQUIVALENT COMBUSTIBLE MATERIAL. |
| | |
| | 31) A6.06 DETAIL# 2, THE HANDRAIL AT THE |
| | BOTTOM OF THE STAIRS MISSING HORIZONTAL |
| | EXTENTION.11-4.9.4(2)IF HANDRAILS |
| | ARE NOT CONTINUOUS, THEY SHALL EXTEND AT |
| | LEAST 12 INCHES (305 MM) BEYOND THE TOP |
| | RISER AND AT LEAST 12 INCHES (305 MM) |
| | PLUS THE WIDTH OF ONE TREAD BEYOND THE |
| | BOTTOM RISER. AT THE TOP, THE EXTENSION |
| | SHALL BE PARALLEL WITH THE FLOOR OR |
| | GROUND SURFACE. AT THE BOTTOM, THE |
| | HANDRAIL SHALL CONTINUE TO SLOPE FOR A |
| | DISTANCE OF THE WIDTH OF ONE TREAD FROM |
| | THE BOTTOM RISER; THE REMAINDER OF THE |
| | EXTENSION SHALL BE HORIZONTAL [SEE |
| | FIGURE 11-19 (C) AND FIGURE 11-19 (D)]. |
| | HANDRAIL EXTENSIONS SHALL COMPLY WITH |
| | SECTION 11-4.4 . |
| | |
| | 32A) A8.71 DETAIL# 8 INDICATES A TYPICAL |
| | RESTROOM DETAIL WHEREAS IT DEPICTS A |
| | BREAKROOM. |
| | |
| | 32B) SAME DETAIL INDICATES A SINK HEIGTH |
| | OF 36" IN HEIGTH. |
| | 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. |
| | |
| | 32C) DETAIL (1 & 2), PLEASE INDICATE THE |
| | CLEAR FLOOR SPACE REQUIREDFOR THE |
| | LAVATORY. 11-4.19.3 CLEAR FLOOR SPACE. |
| | A CLEAR FLOOR SPACE 30 INCHES BY 48 |
| | INCHES (760 MM BY 1219 MM) COMPLYING |
| | WITH SECTION 11-4.2.4 SHALL BE PROVIDED |
| | IN FRONT OF A LAVATORY TO ALLOW FORWARD |
| | APPROACH. SUCH CLEAR FLOOR SPACE SHALL |
| | ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE |
| | AND SHALL EXTEND A MAXIMUM OF 19 INCHES |
| | (485 MM) UNDERNEATH THE LAVATORY (SEE |
| | FIGURE 11-32 ). |
| | |
| | 33) A10.16 /A1.16 PLANS INDICATE OPEN TO |
| | BELOW, SECTION A5.62 DETAIL 2 INDICATES |
| | THE ROOF LEDGE BUT NOT THE ACTUAL |
| | OPENING, TO WHERE? |
| | |
| | 34) S0.01 |
| | 34A) PLANS INDICATE THE DESIGN TO ASCE |
| | 7-02 BUT THE PRESSURES INDICATED DO NOT |
| | ILLUSTRATE THE PRESSURES FOR WIND ZONES |
| | 1,2 AND 3 FOR THE ROOF ZONES AND ZONES 4 |
| | & 5 FOR THE INTERIOR WALL AND WALL END |
| | ZONES. 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. |
| | |
| | 34B)FL BLD CODE 1609.1.4: COMPONENTS |
| | & CLADDING, PROVIDE 2 COPIES(3 IF |
| | THRESH- OLD OR RESIDENT INSPECTOR) OF |
| | PRODUCT TESTING REPORTS,MISSING REPORTS |
| | ARE AS FOLLOWS: |
| | A) FIXED WINDOWS |
| | B) STOREFRONT WINDOWS/SPANDREAL |
| | C) SKYLIGHTS |
| | D) MULLIONS |
| | E) EXTERIOR METAL DOORS SINGLE/ PAIRS |
| | F) EXTERIOR GLAZED DOORS |
| | G) ROLL UP DOORS |
| | H) WALL LOUVERS |
| | I) EFIS EXTERIOR INSULATION FINISH |
| | SYSTEM/ DENSEGLASS |
| | J) ROOF ASSEMBLIES |
| | |
| | 35)1009.5.3 STAIR IDENTIFICATION. |
| | AN APPROVED SIGN SHALL BE LOCATED AT |
| | EACH FLOOR LEVEL LANDING IN ALL ENCLOSED |
| | STAIRWAYS OF BUILDINGS FOUR OR MORE |
| | STORIES IN HEIGHT. THE SIGN SHALL |
| | INDICATE THE FLOOR LEVEL AND THE |
| | AVAILABILITY OF ROOF ACCESS FROM THAT |
| | STAIRWAY AND AN IDENTIFICATION OF THE |
| | STAIRWAY. THE SIGN SHALL ALSO STATE THE |
| | FLOOR LEVEL OF AND DIRECTION TO EXIT |
| | DISCHARGE. THE SIGN SHALL BE LOCATED |
| | APPROXIMATELY 5 FEET (1524 MM) ABOVE THE |
| | FLOOR LANDING IN A POSITION WHICH IS |
| | READILY VISIBLE WHEN THE DOOR IS IN THE |
| | OPEN OR CLOSED POSITION. THE FLOOR LEVEL DESIGNATION |
| | SHALL ALSO BE TACTILE IN |
| | ACCORDANCE WITH CHAPTER 11 . |
| | |
| | 36) PROVIDE ADDITIONAL INFORMATION |
| | INDICATING COMPLIANCE WITH: |
| | 1019.1.8 SMOKEPROOF ENCLOSURES. |
| | IN BUILDINGS REQUIRED TO COMPLY WITH |
| | SECTION 403 OR 405, EACH OF THE EXITS OF |
| | A BUILDING THAT SERVES STORIES WHERE THE |
| | FLOOR SURFACE IS LOCATED MORE THAN 75 |
| | FEET (22 860 MM) ABOVE THE LOWEST LEVEL |
| | OF FIRE DEPARTMENT VEHICLE ACCESS OR |
| | MORE THAN 30 FEET (9144 MM) BELOW THE |
| | LEVEL OF EXIT DISCHARGE SERVING SUCH |
| | FLOOR LEVELS SHALL BE A SMOKEPROOF |
| | ENCLOSURE OR PRESSURIZED STAIRWAY IN |
| | ACCORDANCE WITH SECTION 909.20 . |
| | |
| | 1019.1.8.1 ENCLOSURE EXIT. |
| | A SMOKEPROOF ENCLOSURE OR PRESSURIZED |
| | STAIRWAY SHALL EXIT INTO A PUBLIC WAY OR |
| | INTO AN EXIT PASSAGEWAY, YARD OR OPEN |
| | SPACE HAVING DIRECT ACCESS TO A PUBLIC |
| | WAY. THE EXIT PASSAGEWAY SHALL BE |
| | WITHOUT OTHER OPENINGS AND SHALL BE |
| | SEPARATED FROM THE REMAINDER OF THE |
| | BUILDING BY 2-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. |
| | |
| | 37) PLANS DO NOT PROVIDE INFORMATION AS |
| | TO ENCLOSED PARKING GARAGES: 406.4.2 |
| | VENTILATION. |
| | A MECHANICAL VENTILATION SYSTEM SHALL BE |
| | PROVIDED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, MECHANICAL . |
| | |
| | 38) ELEVATORS 7&8: |
| | |
| | 38A) 3003.6.1 VENTS. HOISTWAYS OF ELEVA- |
| | TORS SERVING MORE THAN 3 FLOORS SHALL BE |
| | PROVIDED WITH MEANS OF VENTING SMOKE AND |
| | HOT GASES TO THE OUTER AIR IN CASE OF |
| | FIRE. |
| | |
| | 38B) 3003.6.2 VENTS SHALL BE LOCATED |
| | BELOW THE FLOOR OR FLOORS AT THE TOP OF |
| | THE HOISTWAY, AND SHALL BE EITHER DIR- |
| | ECTLY TO THE OUTER AIR OR THROUGH NON- |
| | COMBUSTIBLE DUCTS TO THE OUTER AIR. |
| | |
| | 39) NORTH ELEVATOR: |
| | 39A)3003.6.1 VENTS. HOISTWAYS OF |
| | ELEVA- TORS SERVING MORE THAN 3 FLOORS |
| | SHALL BEPROVIDED WITH MEANS OF VENTING |
| | SMOKE AND HOT GASES TO THE OUTER AIR IN |
| | CASE OF FIRE. |
| | |
| | 39B) 3003.6.2 VENTS SHALL BE LOCATED |
| | BELOW THE FLOOR OR FLOORS AT THE TOP OF |
| | THE HOISTWAY, AND SHALL BE EITHER DIR- |
| | ECTLY TO THE OUTER AIR OR THROUGH NON- |
| | COMBUSTIBLE DUCTS TO THE OUTER AIR. |
| | |
| | 40)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. |
| | |
| | NOTE: WITH THE RESPONCE COMMENTS FROM |
| | THIS REVIEW, ADDITONAL COMMENTS MAY |
| | APPEAR ON THE NEXT REVIEW. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
